Table of Contents

Preface, Sponsors and Organization

Chapter 1: Structural Engineering

Critical Load Analysis of Double-Hinged Circular Steel Arch In-Plane under HighTemperature of FireY.L. Han, B.T. Sun, Z. Ju and Y.G. Wang 3Two Problem Study of Optimization Design in FoundationD.H. Cheng, W. Rong and J. Yuan 7Study on the Bearing Capacity and Ductility of Steel Reinforced Concrete Cross-ShapedColumnsZ. Li, S.J. Chen, J. Xu, Y.N. Wang and C.P. Zhang 15Multi-Objective Optimization Design of Hybrid StructureS.S. Zheng, Z.Q. Li, Y. Hu, Q.L. Tao and W. Wang 20The Primary Exploration for the Using of South CASS7.0 Mapping System Drawing ProfileMapZ.H. Zeng 26Rectangular Stress-Block Parameters for Bending Design of Reinforced UHTCC BeamX.F. Zhang and S.L. Xu 32Experimental Analysis of the Slip Phenomenon of Sewage SludgeL. Zhang, M.Q. Feng and X.B. Zhang 41The Compressive Behavior of Horizontally Casted Concrete Filled Steel Tubular Memberswith Consideration of the Process of Concrete CastingW.B. Sun, Y.Q. Luo and W. Huang 45Finite Element Analyze for a Connection between Steel Reinforced Concrete Filled withSteel Tube Column and Steel BeamY.F. Xu, P.J. Sun and L. Zhang 51Modeling of Rock and Soil Aggregate under the Condition of Uniaxial CompressionJ.M. He, X. Li, T.F. Li and S.D. Li 55Experimental Research on Structural Damage Alarming of Benchmark Structure Based onEmpirical Mode DecompositionL.L. Cao, A.Q. Li and Y. Deng 61Time History Analysis of Seismic Response of Novel Core-Tube Vibration-ReductionSuspended StructuresW. Zhang, J.W. Zhang and Y.M. Tu 67Design of Long-Span and Wave-Shaped Steel Canopy Structure of Ningxia Helan MountainStadiumW.W. Yang, X.L. Wang and D.D. Wang 72Two-Dimensional Capacity Spectrum Method and Seismic Damage Assessment for RCStructuresH.X. He and H.N. Li 79Inverse Heat Conduction Problem of the Temperature Field with Artificial GroundFreezing MethodS.L. Xu 89Analysis of Ice Response Spectra with Nonlinear Interpolation MethodL.L. Jia, H. Jing and Y. Han 93The Engineering Application of Free Form Structures Derived by StructuralMorphogenesis MethodsC.Y. Cui, B.S. Jiang and H.Y. Zheng 97Nonlinear Finite Element Stress Analysis on the Interior Steel-Concrete Composite BeamJointsQ.Y. Shi, L.W. Wen and P.F. Mao 101Steel Fiber Reinforced Concrete Carbonation Simulation ResearchY.Y. Miao, D.T. Niu and Y. Wang 108

Advances in Civil Engineering and ArchitectureAdvances in Civil Engineering and ArchitectureAdvances in Civil Engineering and ArchitectureAdvances in Civil Engineering and ArchitectureISBN(softcover): 978-3-03785-125-8 ISBN(eBook): 978-3-03813-604-0

Research on the Time-Varying Interaction of Structure and High Assembled SupportSystemK.W. Ding and J.H. Cui 112Finite Element Model Updating of Space Grid StructuresT.Y. Xiao, J.G. Han and H.B. Gao 116Stiffness Analysis on Semi-Rigid Joints in Gabled FramesY. Wang, Y.J. Liu and Y.F. Xu 120Finite Element Analysis for Lateral Resistance Performance of New Precast Concrete ShearWallZ.F. Zhu and Z.X. Guo 124Probing into Study on Relevant Factors of BRBs’ Ultimate Bearing CapacityG.Q. Liu, J. Song and B. Yan 130Equivalent Slenderness Ratio Method for Design of T-Struts Subject to Compressive ForceX.L. Xiong, L.B. Jin and H. Wang 135Experimental Study of Corroded RC Beams Strengthened with CFRP under Fatigue andMonotonic LoadsL. Wang and J.X. Liang 142Nonlinear Full-Range Analysis of Steel Reinforced Concrete L-Shaped ColumnsZ. Li, S.J. Chen, Y.N. Wang, C.P. Zhang and J. Xu 149Measurement and Prediction of Absorption of Cementitious Systems Using RILEMVacuum Saturation MethodI.K. Mohammad 156The Optimization Design of the Explosion-Proof Steel Frame Structure Considering theMaterial PlasticY.T. Zang and Y.S. Zhang 160Non-Destructive Testing for Concrete: Dynamic Modulus and Ultrasonic VelocityMeasurementsI.K. Mohammad 165Factors Influencing Maximum and Residual Deformations of SDOF Systems Subjected toLarge Ground MotionsP. Pan, Y. Zhang, S.Y. Song and L.P. Ye 170Thermal Environment of Traditional Dwelling Houses in Dry Hot and Dry Cold ClimateZone of China in WinterD.J. Wang, Y.F. Liu, J.P. Liu and J.H. Liu 178Study on Dynamic Load Identification with Precision Integration MethodL.L. Jia, L.B. Jin and Y. Han 184Comparative Study on the Pseudo Static Testing of Beam Transfer Structure of Frame-Supported Short-Leg Shearwall with and without HaunchY. Qi, C.M. Zhu, S.S. Zhong, J. Lv and Z.G. Guo 188Experimental Research of Assembly-Box Concrete Hollow Floor System under GravityLoadJ.Y. Liu, G. Lu, S.Q. Liu and Q. Xie 193Research on Construction Control Analysis for Pretensioned StructureJ. Wu, Y.H. Yang and X.Q. Luo 198The Finite-Element Simulation for Reinforced Concrete Frames Including the SofteningBehaviourW.G. Jiang 204Dynamic Buckling Equations and the Maximum Lower Limit Formula of an ElasticColumn under Axial LoadingF. Xi, Y. Zhang and Y. Zhang 209Experimental and Theoretical Study of Air-Entraining Concrete under BiaxialCompression after Freezing-Thawing CycleJ.W. Yao, Y.P. Song and L.X. Gao 214Experimental and Theoretical Study on Mechanical Properties of Concrete under TriaxialCompression after Suffering High TemperatureJ.W. Yao, Y.P. Song and L.X. Gao 218The Study on Performance of Single-Layer Cylinder Shells with Semi-Rigid Bolt-Ball JointsM. Wen, X.F. Wang and Z.C. Deng 222

b Advances in Civil Engineering and Architecture

Nonlinear Finite Element Analysis on Frame Joints of Steel Truss SRC BeamG.X. Tang, Z.C. Jia, Z.H. Deng and H.Y. Lu 229Shear Mechanism and Bearing Capacity Calculation of Composite Joints with Steel TrussSRC BeamZ.H. Deng, G.X. Tang, Z.C. Jia and Q. Lin 235Crack Growth Model under Creep-Fatigue InteractionR. Zhang and H.L. Li 241Influence Research of Correlation of Random Variables on Structural ReliabilityY.F. Fang, L.Y. Chen and H.X. Gao 245Probabilistic Evaluation of Effects of Column Moment Magnification Factor on SeismicPerformance of Reinforced Concrete FramesM.J. He, C. Yang, J. Cai, Y.S. Huang and Y. Wu 251Experimental Study and Finite Analysis on Flexural Capacity of Laminated GlassJ. Chen, J. Lv, Q.L. Zhang, Z.X. Tao and J. Chen 258Research on Sliding Cable with a Nonlinear Analysis Method for a Cable-MembraneStructureK. Liu and X.Y. Wang 263Buckling Analysis of Double-Limb Lipped Channel Section Member under Axial LoadQ. Ma, J.S. Lei and W.Z. Yin 268Research of Mechanical Property on High-Rise Building Shear Wall-Influence of BorderConcealed Column Toward Shear Wall StiffnessX.H. Zhao and J. Li 274Stability Analysis of the Stiffened Plate with Rids under the Longitudinal LoadsY. Zhang 279Calculation of the Natural Frequencies of Transverse Vibration of Complex Beams Usingthe Differential-Matrix EquationsY. Zhang 284Analysis on Dynamic Stability of Cuneiform Pile under Vertical Harmonic LoadsQ. Sun and Q.Y. Lin 290Analysis of Influence of Design Parameters on Ultimate Bearing Capacity of the SteelSpatial Tubular JointR.T. Zhu 294Stability of a Cracked Viscoelastic Plate of Varying Thickness Subjected to Follower ForceY. Wang and Z.M. Wang 298Experimental Study on Anchoring Bond Behavior of Pre-Tensioned Prestressed ConcreteBeams with Corroded Steel StrandsF.M. Li, X.F. Shi and F.P. Jia 304Travelling Wave Effect Analysis of Long-Span Cable-Stayed BridgeP.J. Cui and D.F. Gao 308A Practical Elastic Plastic Damage Model for ConcreteH. Qi, Y.G. Li and X.L. Lu 313Inversion on S-Wave Velocity Structure of Shallow Soil Layer Site Using Parallel GeneticAlgorithmL.C. Dong, G.Y. Li, X.X. Tao, D.G. Lu, J. Liu and X.F. Hu 319Structural Optimization of Reinforced Concrete Aqueduct with Multi-Longitudinal BeamsPart II: ApplicationJ.F. Guan, X.K. Li and S.B. Zhao 323Effect of Perma-Zyme on Properties of Tabia Used to Protect Ancient Earthen RuinsH.T. Peng, Q. Zhang, N.S. Li and D.F. Wang 327Structural Optimization of Reinforced Concrete Aqueduct with Multi-Longitudinal BeamsPart I: MethodJ.F. Guan, X.K. Li and S.B. Zhao 335Research of Mechanical Design of Corner Joints in Gabled FramesY. Wang, G.M. Xu and Y.J. Liu 339Experimental Research on Setting Stiffening Rib of Corner Joints in Gabled FramesY. Wang, Y.J. Liu and H.B. Li 343Analytical Approach for Face Stability Estimate of Tunnel with Pipe Roof ReinforcementH.W. Song and H.T. Wang 347

Advanced Materials Research Vols. 243-249 c

Reliability Analysis of Beam String Structure Considering the Failure of Key ComponentsZ.S. Liu and R.L. Xu 351Effect of Structural Stiffness on the Microvibration Response of the Working Platform of aMicroelectronic PlantW.N. Yuan, S.W. Qu and Z.X. Lei 355Study on Multi-Objective Optimization Design Method for SRHSC BeamsS.S. Zheng, Y. Hu, Q.L. Tao, Z.Q. Li and L. Li 362Experimental Study on the Seismic Behavior of SRHSC ColumnsS.S. Zheng, Q.L. Tao, Y. Hu, L. Li and Z.Q. Li 366The Influence Factors Researching of Percentage of Load-Carrying Capacity Shared byConcrete for Large Section Concrete-Filled Rectangular Steel Tube ColumnX.Y. Fu, N. Xu and H.W. Jiao 370Theoretical Analysis and Application Research on Grid String Branch StructureZ.Y. Mo, X.L. Liu and X.F. Song 374Optimization Design of Steel-Concrete Composite Beams Considering Bond-Slip EffectS.S. Zheng, H.J. Lou, L. Li, Z.Q. Li and W. Wang 379Research on Factors Influencing the Axial Bearing Capacity of Tubular Joint of Spatial TX-Type Square Steel TubeJ.W. Xia, X.Q. Xia, T.T. Zhang and Y. Li 383Fatigue Life Evaluation of Existing Railway Riveted Steel BridgesX.H. He and H.T. Wu 387Loading Correlation for Reliability Analysis of Reinforced Concrete ColumnsC.H. Tang and Y.C. Yang 396Analysis on Behavior of the Steel Portal Frames with End-Plate Bolted ConnectionsX.L. Liu and Y. Wang 406A New Calculation Method for Cracking Width of Beam with High Strength RebarC.M. Dong, K.D. Guo and J.J. Sun 415Influence of Connection Location on Dynamic Characteristics of Three-Towers-ConnectedHigh-Rise BuildingW.B. Yuan and L.D. Wang 419Research on Bearing Capacity of Column Underpinning Joint of Frame Structure MovingA.H. Du and H.Q. Tang 426Study on Bearing Capacity of Reinforced Concrete Column with Z-Shaped Cross-Sectionunder Biaxial Eccentric CompressionT.C. Wang and X. Chen 431Experimental Research on the Rectangular CFST Column and H-Section Steel BeamDiaphragm through ConnectionsQ.L. Bao, H.L. Wang, X.L. Yang, P. Dong and Q.C. Ren 438Experimental Research of a Steel Frame with Cantilever Beam Spliced Joints under SurfaceDeformationJ.W. Xia, X.W. Liu, F.M. Wen and J.H. Xiong 443The Damage Characteristic Influence and the Seismic Measure Research on the FrameStructure by the Filler WallD.J. Yang and S.L. Mao 447Strain-Rate Sensitivity of Concrete: Influence of TemperatureD.M. Yan and W. Xu 453Bearing Capacity and Mechanical Behavior Experiment on Large Diameter-Expanding PileJ.Q. Jiang 457Galerkin Solutions of the Simply-Supported Steel and Concrete Composite Girder inConsidering Relative Slips and Shear LagsY.J. Chen and Q.Z. Luo 461Anti-Seismic Capacity Analysis and Structural Appraisal & Reinforcement of a Multi-StoryMasonry Building with Load-Bearing of Longitudinal WallD.Y. Ma, Y.Z. Zuo, H.W. Teng and D. Huo 466The Crashworthiness Properties of Rectangular Column Steel Sandwich Protection Devicesfor the BridgesX.F. Mi and D.Q. Li 472

d Advances in Civil Engineering and Architecture

Anti-seismic Analysis of Masonry-Reinforced Concrete Composite Structure Based on LS-DYNAX.B. Liu, G.P. Chen and Y. Yang 477Simplified Computation of Elastic-Plastic Displacement Response of High-Rise SteelStructure under Earthquake Considering Torsional EffectJ.Z. Zhuang, J.S. Ju, X.G. Jiang, X.M. Feng and J. Yuan 481Experimental and Numerical Investigation on the Seismic Behavior of Large-Scale Beam toColumn Exterior Joints with Composite SlabS.C. Chen, W.M. Yan, X.M. Tian and J. Gao 486Test Comparison Research Mechanics Performance between Sisal Fiber Concrete andRubber Powder ConcreteH.M. Bao 494Experimental Study on Steel Frames Infilled with Sandwich Composite PanelsC.X. Qiu, H.T. Hou, W.L. Liu and M.L. Wu 499Study on Temperature Prediction Model of Asphalt Concrete PavementY.X. Zheng, Y.C. Cai and Y.M. Zhang 506Influence of Fiber Geometry on the Mechanical Properties of Ultra-High PerformanceFiber Reinforced Concrete (UHPFRC)S.L. Yang, B. Diao and Y.H. Ye 510Study on Mechanical Behaviors and Calculation of Shear Strength of Steel TrussReinforced Concrete Deep BeamsC. Yang, M.J. He, J. Cai, Y.S. Huang and Y. Wu 514Numerical Simulation Method for Unsteady Wind Field around BuildingQ. Li, Q.S. Yang and Y.F. Jin 521Finite Element Analysis on Behavior of the Joint with Steel Tube Confined Concrete(STCC) Column to Reinforced Concrete BeamW.D. Wang, Z.F. Guo and Y.L. Shi 527Preliminary Analysis on Progressive Collapse of Composite Frames with Concrete-FilledSteel Tubular ColumnsY.L. Shi, X.Y. Zhou and W.D. Wang 531Research on the Seismic Response Characteristic under Different Curvature RadiosQ.N. Li, F.J. Jiang, T.L. Wang, J.P. Sun and L.J. Wang 536Quasi-Plane-Hypothesis of Strain Coordination for RC Beam Strengthened with Near-Surface Mounted Carbon Fiber Reinforced Plastic Bar or Helical Rib BarX.T. Zeng and Z.H. Ren 541Study on the Deformation Characteristics of Supporting System of Deep Foundation Pit inSubway Station ConstructionH.Z. Zhang and Y.F. Feng 546Finite Element Analysis of Mobile Towers Made of Prefabricated Elements According toStandardization EN1004H.Q. Lv and X.W. Zhang 552Displacement-Based Assessment of Seismic Resistance for Transfer Structure withHaunching BracesW.S. Liang and J. Cai 557One-Dimensional Dynamic Performance of Concrete-Filled Steel TubeT.F. Zhao, D. Li, C.Z. Sun and H. Liu 563Flexural Behaviors of Concrete Slab Reinforced with GFRP BarsH.S. Gu and D.Y. Zhu 567New Model for Shear Failure of RC Beam-Column Interior Joints with Different DepthBeamsH. Li, S. Gao, T. Wu and B.Q. Liu 573Experimental Study on the Axial Compression Capacity of Condensed Column inComposite Masonry WallS.J. Wang, F.S. Liu, T. Sun, S.K. Zhang and H.B. Wang 578Influence Coefficient of Filler Plates in Built-Up Cruciform Section Members Formed byTwo Equal-Leg AnglesL.Y. Yang and Z.L. Li 584

Advanced Materials Research Vols. 243-249 e

Chain Reaction of Mountainside Disasters and its Dispersing Impact on the Traffic andTransportation NetworkB.P. Tian, H.M. Wang, W.F. Liu, B.J. Yuan and X.B. Zhong 592Study on Debonding Failure Behavior of RC Beams Combination Strengthened withCarbon Fiber Reinforced Polymer and Steel PlatesX.Y. Xiong and H.F. Xu 597Application and Research of Folded Plate Type Steel Arch in the Design of ColiseumW.X. Zhou and W.B. Sun 610Experimental Investigation on the New-Type Outer-Plated Steel-Concrete ContinuousComposite BeamsL.H. Chen, A.Q. Li and Y. Lou 615Deflection Prediction of FRP-Strengthened Reinforced Concrete BeamsG.B. Li and Y.G. Guo 621Application of Folded Plate Structure with Flat Truss in Long-Span Steel Roof StructureC. Cui and W.B. Sun 625Experimental Study on Seismic Performance of Composite Reinforced Concrete BlockMasnoryY.J. Zhu, L. Li and W.H. Yang 630Research on Shear Resistance of Cold-Formed Steel Stud Composite WallsY.L. Shi, Y. Jin, P.P. Zhang and W.D. Wang 636Investigation on Intermediate Crack Induced Debonding Failure of FRP Laminates inFlexurally FRP-Strengthened RC BeamsG.B. Li, Y.G. Guo and X.Y. Sun 641Study on the Sandstone Weathering Sensitivity Caused by the Changes of Temperature andHumidityJ.P. Wei and B.L. Zhu 645Calculation of any Element with Tapered Beam Member Based on the Method ofEquivalent Moment of InertiaX.X. Du, P. Peng and F.X. Luo 650The Seismic Behavior Analysis of the Light-Duty Steel Structure Residence SystemB. Xu, Y. Yao, Y.J. Deng, Y. Chen and D.G. Chen 656Steel Beam-to-Column Connections Using Martensite Shape Memory AlloysZ.Y. Wu, X.H. He and Y.C. Zhang 662An Structural System Reliability Calculation Method Based on Sample’s Weighting -Artificial Neural NetworkW.M. Chen and Z.G. Yang 666The Discussion of Numerical Analysis Method about Underwater Bridge Pier StructureJ.M. Shen, H. Liu and F.G. Guo 672Experimental Study on Seismic Behavior of Cold-Formed Square Tube Beam-ColumnConnection with Welded HaunchZ.L. Li, C.T. Zhang and R.H. Wang 677The Bending of Set Square under Uniform LoadsY.J. Chen, B.L. Fu, G. Li, Z.X. Zhang, L.L. Wang and J. Wu 682Comparison of Initial and Improved Hertz-Damp Model for Structural PoundingSimulationY.Q. Yang and L.L. Xie 686Stress Analysis of Axial Compression Steel Reinforced Concrete Column under High-Temperature FireS.S. Zheng, Q.L. Tao, H.R. Zhang and B. Wang 691The Accurate Calculative Methods of Cadre Design of Reinforced ConcreteZ.H. Qin and P. Qin 695Model Experimental Study on Damage Identification for Transmission TowerL. Zhou, H. Cheng, Z.G. Wang and Y.B. Lei 699Experimental and Numerical Simulation Study on Compressive Performance of AutoclavedFly Ash Perforated Brick Masonry Long ColumnsC.Y. Xu, M. Liu and B. Xu 704Experiment Study of Water Stability of Fiber-Reinforced Asphalt MixtureY.C. Cai and Y.X. Zheng 710

f Advances in Civil Engineering and Architecture

Analysis on Progressive Collapse Resistance of Reinforced Concrete Frame StructuresJ.G. Xiong, Y.K. Zheng, G.M. Cai and Y. Li 717Ultimate Strength Research of the Tube-Plate Connection of K-ShapeM.H. Wang, B.C. Xiong, S.S. Shi and Y.W. Zhang 724Rotational Fourier Spectrum of Wind Turbine Systems: A Physical ModelG.L. He 730Effect of Detailed Formations on the Tension (Compression) Property of HairpinConnectors in Precast RC Floor SlabsR. Pang, S.T. Liang and X.J. Zhu 735Seismic Performance Analysis of Steel Reinforced Concrete Frame-Concrete Core WallStructureQ.N. Li, Q.M. Liu and L. Zhao 740Analysis and Study of Construction Measures for Restraining Concrete Rust ExpansionCrackL.Y. Peng, J. Wei, P.Y. Wu and T. Wang 746Temperatures Measurements in Reinforced Concrete Shear WallsG.R. Liu, F.L. Qu and Y.P. Song 752Finite Element Analysis of Concrete Beams Reinforced With Fiber Reinforcing BarsQ. Xu, W. Huang, H.Z. Wu, X.P. Jiang and Z.Z. Zhang 756Numerical Simulation of Cold-Formed Steel Stiffened Lipped Channel Columns with andwithout PerforationsZ.Y. Wu and Y.H. Yao 761Coupling Vibration Analysis of Reinforced Concrete Rectangular Liquid-Storage Structureon Elastic FoundationX.S. Cheng and J.L. Wang 765Frequencies and Modals Analysis of Prestressed Concrete Beam by ANSYSR.G. Li and Y.T. Zhang 769Brief Analysis on the Mechanical Behavior Influenced by Opening Locations of theUnbonded Prestressed Concrete SlabsL.Z. Jin, H.M. Zhou, Q. Fu, X.J. Zhou and Y.L. Xie 774Seismic Performance for Low Strength Row-Lock Cavity Masonry Reinforced with HPFLS.P. Shang, M.F. Xu and C.Q. Ji 779Research on Secondary Moment of Prestressed Slab-Column StructureN. Guo, H. Li and Y.H. Guo 787Study on Gas Anti-Permeability of Fiber Concrete under Fatigue LoadingQ.Y. Cao, W. Sun and L.P. Guo 793Analysis on Fire Resistance of Reinforced Concrete WallY.Q. Zheng and J.P. Zhuang 797CFD Analysis of Performance of a Reconstruction Plan of Smoke Control System in MetroStationS.X. Yan, X.P. Wu and D. Wang 801Study of Crack Width of the Fiber Reinforced Polymer BeamQ. Xu, W. Huang, H.Z. Wu, J.Y. Wang and J.Y. Liu 806Safety Management and Insurance of the Construction ProjectsX.P. Kang and N. Feng 812Parametric Analysis of Bearing Behavior for Curved Box-Girders of Large Span SteelStructureZ. Hu, D.Y. Ding, Y.Q. Wang, L.Y. Liu and H.Y. Wan 818Comparative Analysis of Time-Frequency Curves of Seismic Records on Liquefied andNon-Liquefied SitesR. Sun, X.M. Yuan, L.W. Chen and Z.Z. Cao 824Stability Analyses for Single Arch of Arch-Reticulated Shell Hybrid Steel Structure ofConservatories at Gardens by the Bay in SingaporeY. Gao, Z.Y. Zhang, Y.J. Shi, Y.Q. Wang and G.X. Li 832A Simple Model for Natural Dam Break: I FormulationC. Dang, Y. Ding, Z.L. Cheng and N.N. Chu 838Accurate Wind-Induced Response Analysis of Long-Span Structure Based on Quick ModalResponse Estimate for Mode SelectionL.G. Zhang, W.J. Lou and M.F. Huang 844

Advanced Materials Research Vols. 243-249 g

Low-Cycle Reversed Loading Behavior Nonlinear Analysis on Out Stiffener Ring Joint ofConcrete Filled Steel TubularC.Y. Li, L. Luo and Y.J. Guo 854Dynamic Response of RC Column with Different Constraints under Blast LoadY.L. Hou, Y.F. Jiao and X.Y. Wei 860Mechanical Behavior of Concrete Filled Steel Tubular out Stiffener Ring Connections withReduced Beam SectionC.Y. Li and Y.J. Guo 865Deformation Calculation of Prestressed Steel Reinforced Concrete Beam under Long-TermLoadingG.B. Mu and L.G. Wang 871Simulation Study of Fracture Process of Concrete Mesoscopic Structure by ManifoldMethodY. Zhao, G.X. Zhang, X.C. Wu and F.X. Chai 875Analyses of Temperature Loads’ and Support Settlements’ Effect on Load BearingCapacity of Arch-Reticulated Shell Hybrid Steel Structure of Beijing Jiangtai WinterGardenX.P. He, Y. Gao, Y.J. Shi, Y.Q. Wang and K. Lu 879Research on Seismic Behavior of Concrete Filled Square Tubular Joints with ReducedBeam Section under Cyclic LoadingJ.X. Chi, S.F. Nie, T.H. Zhou and T. Sun 885Nonlinear Analysis of Mechanical Behavior of the Eccentric In-Plane Beam-Wall JointJ. Bai 889Cyclic Simple Shear Tests on Base Isolation Using SoilbagsS.H. Liu, Y.Q. Wang, J.R. Gao and Y.Z. Jin 893Column Effective Length Factor and Girder Parametric Analysis for the Components ofXinqiao International Airport TerminalD.Z. Li, D.Y. Ding, Y.Q. Wang, L.Y. Liu and H.Y. Wan 897Experimental and Theoretical Analysis on Carrying Capacity and Deflection of Bond-Retarded Prestressed Concrete Continuous BeamsC. Xia, H.M. Zhou, L.Z. Jin, Y.Q. Liu and S.F. Duan 903Test and Finite Element Analysis on Dynamic Characteristic about Ultra-Long Bored PileS.W. Chen, W.Y. Han and D.Q. Xu 908Discussion on the Method of Pushover with Cyclic LoadingM.K. Xiao, H.H. Xu, X.Y. Long and J.M. Zhu 912Advances in Application and Research of Suspendome StructuresK.R. Shi, Y.L. Zhang and L. Wang 920Analysis on Deformation of Pre-Splitting Steel Reinforced Concrete Beams Strengthened byPrestressed CFRPN. Ha, L.G. Wang and S.Y. Fu 929Research on Construction of Rammed Earth BuildingsD.J. Zhao, Y. Zhang and J.L. Lu 934Stress Analysis of Underground Arch StructureB. He and J.L. Lu 938Design Approach of Stiffeners and Model of the Initial Stiffness in Extended End-PlateConnectionW. Zhao and Q. Liu 942Finite Element Analysis and Experimental Study on the Behavior of Widened Beam FlangeConnections of Steel Frame under Cyclic LoadingH. Mao, Y. Wang and C.H. Li 948The Launching Technique for Shield-Driven Tunnel with an Under-Pressure Soil-Chamberin Soft LayersB. Yan, G.L. Yang, H. Lin and C.X. Shi 953Force and Compression Analysis for Rigid Retaining Walls with EPS BufferD.L. Wang and L. Guo 959Development of Natural Organic Matter as a Permeable Reactive Barrier Medium forPipeline LeakageY.J. Wang and J.X. Wang 963

h Advances in Civil Engineering and Architecture

AN Identification Method of Damping Matrix for Frame StructuresS.S. Dong, W.Y. Wang, F.S. Liu and Z.Q. Gao 967Effect of Aggregate on Cracking Behaviours of Concrete in Mesoscopic ModelingY.Z. Sun Tao, S.F. Chen and L.S. Hu 971Study on Effect of Silo Wall Elasticity on Lateral Pressure RatioC.B. Chen 976Research on Defect and Adjustment of Complex Shear Wall Partitioned Design MethodX.Y. Fu and J.X. Qu 980Study of Equivalent Static Wind Loads on a High-Rise Building with 204 Meters HighQ.H. Wang, B.Q. Shi and P.S. Xu 985Parametric Numerical Simulation of Mean Wind Loading on Stadium Cantilevered RoofsY. Sun, B. Xiang, B. Lin and Y. Wu 989The Local Flexibility of A Pipe with A Part-Through Circumferential CrackX. Feng, C.Y. Zuo, J.S. Hu and J. Zhou 995Optimal Design for Prestressed Structures Based on Continuous and Discrete VariablesY.H. Yang and J. Wu 1003An Investigation on Flexural Behavior of Reinforced Concrete Beam with TextileS.P. Yin and S.L. Xu 1008The Seismic Performance of Single Beam String StructureY.J. Nie and T.Y. Li 1013Simulation of Electric Heating Prestressed Concrete ComponentY.J. Jiang and Y.H. Zhu 1018Analysis of Axial Load Transfer for Super-Long Single Pile in Layered GroundH.C. Zhou, W.J. Yao and Z.R. Zhang 1023Research on Load Transfer Model of Super-Long Single PileH.C. Zhou, W.J. Yao and Z.R. Zhang 1028A Caculation Method Discussion of Vertical Bearing Capacity on End Post-Grouted DrilledPilesJ. Liu and Y.Y. Zhang 1033FEM Research on Static Mechanical Performance of Twice Prestressed Composite CurvedBeamF.F. Wei, J.B. Wang, B.W. Zou and H. Sun 1038Dynamic Characteristics Analysis in Different Kinds of Mega-Frame Structures Subjectedto Vertical Seismic ForceZ.H. Nie and H.B. Liu 1043Research on the Mechanical Behavior of High Strength ConcreteS.G. Luan, R.J. Zhang and H. Wang 1047Mechanical Properties of Reinforcement Construction Waste in Base CourceT.Z. Zhang, L.J. Wang and D. Sun 1053Experiment on the Crack and Deflection of Basalt Fiber Reinforced Concrete BeamsJ. Wang, H.J. Ye, Z.W. Sun and W. Chen 1058Vibration Reduction Analysis of Reticulated ShellZ. Yang and J. Cao 1062Chemical Effects of Environmental Factors on Asphalt AgingQ. Zhang, H.H. Sun and J.G. Geng 1067Experimental Study on Specimens of Steel Secondary Beam Embedded in ReinforcedConcrete Girder of Frame StructureQ. Yu, Z.D. Lu, J.T. Yu, X.Z. Zhao and J. Dai 1072Optimum Design of Unbonded Prestressed Tendons in Circular Pool WallL. Xie, K.C. Zhao and Z.X. Zha 1085Study on the Design Methods Based on Beam Hinge Mechanism of Frame Beams in SeismicZonesJ.Q. Guo and S.S. Dong 1091Interfacial Shear Stress Calculation of Prestressed CFRP Sheet Reinforcing Steel BeamL.G. Wang, H.F. Zhang and J.H. Huo 1096Experimental Study of Deep Alluvium Boring Shaft Lining Used Super Strength Steel FiberConcrete and Double Steel PlateX.J. Wang, H. Cheng, Z.S. Yao and H.B. Cai 1101

Advanced Materials Research Vols. 243-249 i

Finite Element Analysis for Cyclic Behavior of Exposed Type of Column Bases Subjected toTensile ForceG.Y. Jin 1111Slipping Effects of Simple Combination Beam under the Action of Negative BendingMomentX.H. Zhang, H. Wu and J.P. Cao 1117Mechanical Property Analysis of High-Rise Building on ConstructionS.P. Cong and J.S. Han 1122Study of Stress Amplitude along the Welding Seam in the Composite Cellular Beam withEye-Shaped OpeningsL.X. Fang and G.J. Chen 1127The Effect of Interaction on the Dynamic Characteristics of Mega Frame StructureW. Guo and H.C. Yao 1134Compressive Behavior of Large-Scale Hybrid FRP-Concrete-Steel Double-Skin TubularColumnsP. Xie, T. Yu, Y.L. Wong and J.G. Teng 1138Flexural Behavior of Prestressed UHPC BeamsJ. Yang, Z. Fang and G.L. Dai 1145Service Life Prediction Based on Carbonation Reliability Theory for Reinforced Concreteunder Mechanical LoadX.M. Wan, W.Q. Cao, T.J. Zhao and H. Fan 1156The Experimental Research and Contrastive Analysis on the Attachments of Semi-RigidNodes in the Beam-Column T-Typed Member and End Plate of Steel FrameZ.X. Gao and L. Xu 1163Nonlinear Analysis of CFT Composite Frame with Floor SlabY. Huang, W.J. Yi and J.G. Nie 1168Progressive Collapse Analysis of Multi-Storey Composite FramesY.Y. Wang, M. Xu, L.H. Guo and S.M. Zhang 1173Correlation of Strength, Rubber Content, and Water-Cement Ratio in Roller CompactedRubberized ConcreteJ.F. Kang and C.X. Yan 1179Analysis of an Office Building Glass RoofX.H. Huang, H. Gao, X.J. Zhu, S.T. Liang and S.L. Jiang 1186The Combined Application of Intermittent Strengthening Strip and After-Irrigation-Stripin Certain Long Concrete StructureS.J. Yang, S.M. Ji, L.Y. Ding, D.H. Yu, T. Sui and Y.H. Du 1190Effects of Residual Stress on Bearing Capacity of Cold-Formed Thin-Walled Steel Memberswith “л” Section under Axial Compressive ForceW.T. Gong, R. Yang and Z.M. Liang 1195Consideration of Improving Earthquake Resistant Capacity of Earth BuildingsB. Zhang 1199Dynamic Response of Damped Outrigger System for Frame-Core Tube Structure underEarthquake LoadsZ.Y. Xu, Q. Lin and J.L. Zhang 1203Beam-to-Beam Impact Behavior of Reinforced Concrete Frames under Severe GroundMotionsG.H. Huang and Z. He 1210Research on Behaviour of a Pre-Stressed Suspended Lattice Shells Subjected to Fire LoadZ.G. Xie, X.T. Wang, M. Zhou and J. Yin 1219Research on Fire Behavior of a Suspended Pre-Stressed Steel Reticulated Shell with LargeSpanX.T. Wang, M. Zhou, Z.G. Xie and F.B. Yu 1223Experimental Study of Mechanical Behavior of Ceramsite Concrete Filled Steel TubularColumns Subjected to Fire LoadX.T. Wang, Z.G. Xie, M. Zhou and J. Yin 1228Finite Element Modeling and Analysis of FRP Composite TroughL.Y. Shan and P.Z. Qiao 1233Preliminary Research on Mechanical Properties of FRP-Reinforced Bamboo BeamsY. Wei, G.F. Li, S.X. Jiang, Q.S. Zhang and Q.F. Lv 1237

j Advances in Civil Engineering and Architecture

Experimental Study on Axial Compressive Behaviors of Steel Recycled Concrete CompositeColumnsZ.P. Chen, X.G. Zhang, S.Q. Zhang and J.Y. Xue 1242Research on Dynamic Behaviour of Wind Tower under Ambient Excitation Based on DASPX. Liu, Z.N. Gao and J.T. Kong 1248Finite Element Analysis of Thermal Stress on FBG-GFRPL. Sun, H. Hai, D.Z. Liang, J. Zhao and N. Zhang 1253The Bearing Behaviors of Concrete Quadratic Transfer Beam under Seismic ActionY.L. Liu, T.L. Yan and S.Q. Zhang 1257Study on Shape Formation of Post-Tensioned and Shaped Hypar Space TrussD.Z. Chen, J.P. Hao and Z.Q. Wang 1262Research on the Mechanical Properties of the Castellated Lightweight Steel Portal FrameY.S. Su, Q.L. Li, Y.B. Yang and X.H. Chen 1267Bearing Capacity of Concrete Filled Square Steel Tube Short Columns with Inner CFRPCircular Tube under Eccentric CompressionT.H. Li, J.H. Zhao, X.Y. Wei, W. Kong and X.M. Dong 1272Discussion of Criteria of Shear Strength Reduction FEML.H. Chen, S. Yu and H.T. Zhang 1279Experimental Study on Concrete Slab Combined with Permanent Cement Formwork withJointsX.R. Song, P.G. Liu, X.Y. Zhang, Y.T. Qu and J.M. Xu 1283Study on Design Method of Mega-Structure Linked with the GroundT. Lan, J.P. Hao, S.Y. Zhao and X.A. Wang 1288Study on Effects of Infill Walls on Seismic Performance of RC Slab-Column StructureY.Y. Lu, X.S. Yin, L.Y. Li and X.P. Zhang 1296Experimental Analysis on Mode Localization of Damaged Reticulated Shell StructuresZ. Wang, W.M. Yan and L.P. Ye 1301Numerical Analysis of Double Plate Foundation Applied in GoafY.H. Lu, X. Xie and Q.J. Zhao 1305Design and Bearing Capacity Study of Multi-Wing Branch PileY.L. Liu and C.M. Li 1311Flexural Behavior of Concrete-Filled FRP-Steel Composite Circular TubesY. Wei, G. Wu, Z.S. Wu and D.S. Gu 1316Nonlinear Finite Element Analysis on Integral Forced Performance for Steel Tubular HighScaffold with CouplersX.F. Cai, J.P. Zhuang and M.B. Tuo 1321Investigation on Buckling of Cylindrical Shells and Influences of Boundary ConditionsC. Zhang, J.L. Ji and J.P. Lei 1326The Experimental Study on Prestress Losses of Steel Stranded Wire in Non-CoherentPrestressed Concrete SilosH.R. Huang, H. Zhang, L.M. Wang, Q.K. Xu and D.Y. Zhang 1331Experimental Study on Improved Beam-to-Column Connections of Steel Moment FrameY.X. Zhang, L.Y. Wang and F. Yang 1335Ultimate Load Analysis of Reinforced Concrete Beam with Finite ElementL.Y. Zhou and L. Qiao 1340Layered-Shell Element Method of Calculating the Multi-Ribbed Composite Slab’s ElasticLateral StiffnessP. Chang and Y. Luo 1346Experimental Study on Effect of Cold-Forming Procedures to Cold-Formed Steel Memberson Power Transmission TowerJ.K. Han and C.L. Zhang 1351Analysis of Spatial Co-Working Property of a Long-Span Cantilevered AwningD.D. Kong, H.X. Zhang and X. Zhao 1355Numerical Analysis of Masonry under Compression via Micro-ModelW.R. Lü, M. Wang and X.J. Liu 1360Study on the Strength and Deformation of Stirrup Confined Concrete in CruciformColumnsL.Z. Sun, T.C. Wang and F. Yang 1366

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Research of the Key Reinforcement Technology Based on Miaoziping Bridge of Du WenExpressway after the Wenchuan EarthquakeX.B. Huang, J. Chen, Z.Y. Zhu, W.H. En and J. Liang 1377Seismic Response Evaluation of Buildings Considering Soil FlexibilityM.S. El-Azab, S. Mahmoud and A. Abd-Elhameed 1383Analysis Methods Investigation of Steel Frames Accounting for Local BucklingL.K. Wang 1391Research about Influence of Strength Variability on Seismic Performance of Weak ShearType Concentrically-Braced Steel FramesY.S. Qi, F.H. Zhao and J.W. Zhou 1396Dynamic Analysis of Frame-Support-Wall Structure with Openings on FloorY.X. Ye and J. Zhao 1401Second Order Analysis on a Typical Steel Industrial PlantB. Li, S.B. Hu, Y.X. Sun and Y. Wang 1405Experimental Research on the Strengthening of RC Columns by High PerformanceFerrocement LaminatesL.M. Jiang, F.H. Tang and M.L. Ou 1409Control Research of Engineering Safety Supervision Based on Rent-Seeking and GameTheoryL. Jia and X.Z. Liu 1416Practical Design Procedure for Thin-Skinned Steel-Concrete Composite SectionsX. Ma 1421Seismic Behavior Study of External Wall Panels in Steel FramesM.J. Fang 1425Form-Finding Analysis of Tensioned Fabric Structures Using Nonlinear Analysis MethodH.M. Yee, K.K. Choong and J.Y. Kim 1429Experimental Study on Seismic Performance of Ridge Joint of Double C Steel under CyclicLoadingM. Chen, Y. Sun and B.Q. Pi 1435Measuring Method of Rotation Used in Research on Steel Frame Semi-Rigid Beam-to-Column ConnectionW. Bao, Y.S. Shao and L.T. Xing 1439Seismic Behavior of RC Low-Rise Shear Wall with Vertical Mild Steel-Lead EnergyDissipation StripsJ.W. Zhang, W.L. Cao and H.Y. Dong 1443Test on Embedded Perforated Steel Plate Shear Wall with Concrete Filled Steel TubeColumnsW.L. Cao, W.J. Zhang, J.W. Zhang and H.Y. Dong 1450Evaluation of Building Sustainable Performance Based on Set Pair AnalysisY. Liu 1456Finite Element Analysis of Reinforced Concrete Beams with Exterior FRP ShellC.M. Zhang, C.H. Chen and Y.F. Chen 1461Study on Load-Bearing Characteristics of Double Layer Stirrup Confined Concrete SquareColumnsL.Z. Sun, F. Yang, Y.G. Zhou and Z.L. Xie 1466Finite Element Analysis on the Local Buckling Behavior of High Strength Steel Membersunder Axial CompressionG. Shi, C.C. Lin, Y.Q. Wang, Y.J. Shi and Z. Liu 1477Formulas Deduction to Key Parameters of Multi-Reflection in GPR SurveyG. Qiang, X.R. Ge and A.L. Che 1483Micro Pore Structure Research of Steel Fiber Reinforced ShotconcreteN.Q. Jiao, D.T. Niu and Y. Wang 1490

Chapter 2: Bridge Engineering

Strength and Stiffness of Corrugated Rib ConnectorQ.T. Su and D.F. Wang 1497

l Advances in Civil Engineering and Architecture

The Research on the Prestress-Effect in the Small Radius Curved BeamG.H. Xiao, Q.L. Zhang and C. Huang 1504Seismic Damage Analysis on Double-Column Pier of Passenger Dedicated LineY. Li, X. Zhu and Q.S. Yang 1508Response of Long-Span Concrete Filled Steel Tubular Arch Bridge Subjected to SpatiallyVarying Ground MotionZ.Q. Zou, L.P. Zhou and G.J. He 1512Analytical Solution for Skewed BridgesP.J. Chun and G.K. Fu 1518Seismic Response Analysis of Cable-Stayed Bridge Considering Pile-Soil DynamicInteractionM. Zhong 1522Design of Static Test Model for Three-Tower Cable-Stayed Self-Anchored SuspensionComposed BridgeY. Zhao, Y.J. Zhou, J. Sun, J.T. Tang and X. Li 1528Study on Fatigue Load and Fatigue Life Estimation for Concrete BridgesG.D. Guan, C.S. Wang, G. Li and Y.J. Wang 1536Control Method on Main Girder Configuration of Self-Anchored Suspension Bridges Basedon Long Segment Hoisting MethodY. Zhao, J.L. Wei and S.H. He 1540Application of CAD and Finite Element Method in the Gravity Center Analysis of BodyRotating Cable-Stayed BridgeS.J. Wang and X. Zhu 1549Study on Application of Strengthening Method and its Optimization on Continuous BoxGirder BridgeR. He, W. He and Y.F. Su 1553Design Method of the Cable Saddle for CFRP Main Cable in Long-Span Suspension BridgeH.Y. Zheng, H.Y. Jiang and Z.T. Lu 1557Strengthening Experiment of a Hollow Slab Bridge by External Transverse PrestressingF.M. Wang, S.Z. Kang, X.L. Li and Y.C. Cai 1561Analysis of Cable-Stayed Bridge for APDL-Based OptimizationT. Zhang and H.F. Bai 1567Sensitivity Study on Damage Indexes of Cable-Stayed BridgesW. Peng and Z.X. Zha 1573Large Eddy Simulation of Aerodynamic Forces on a Bridge PylonX.Y. Ying, F.Y. Xu, Z. Zhang and Y.G. Tan 1578Prediction Models of Shrinkage and Creep for Concrete ColumnsY.G. Lv, J.R. Zhang and K. Xu 1583Study on Temperature Field and Construction Monitoring of Hydration Heat of RailwayCable-Stayed Bridge Pile CapX.H. He, H. Cheng and H.X. Qin 1589Study and Model Test on the Anchorage Area for Chongqing Jiayue Bridge’s PC BoxGirderS.H. Sun, X.S. Zhang and A.B. Gu 1597Test on Grouting Reinforcing Technique of Bridge Abutment Bump in Express WayJ.Z. Wang, G.Q. Zhou and X.R. Yu 1605Non-Stationary Random Vibration of the Bridge-Vehicle Coupled SystemX.F. Yin, C.S. Cai and Y. Liu 1610Numerical Simulation of Vibration of Highway Cable-Stayed Bridge with Steel Arch Towerdue to Moving Vehicle LoadsX. Li, L. Liang and F.C. Wang 1614Analysis of Static Load Tests for a Simple-Support Prestressed BridgeW.X. Wang and Q.M. Guo 1621The Allocation of Internal Force of Concrete Beam Strengthened with Steel PlateW.L. Song, B. Liu and H.K. Yue 1625Analysis of Flutter Stability of the Xihoumen Bridge in the Completed StageM. Yu, H.L. Liao, M.S. Li, C.M. Ma and M. Liu 1629

Advanced Materials Research Vols. 243-249 m

Dynamic Analysis of Non-Uniform Continuous Girder Bridge under Moving VehicleZ.G. Chen and Z.L. Peng 1634Study of Fatigue Tests on the Structural Details of Welding Joints of Integral Bridge Deckand Main Girder Gusset PlatesC.P. Huang, Z.X. Zhang, J. Zhang and J.Z. Chen 1638Lateral Vibration Research for Railway Deck Steel Plate BridgesW.P. Li, S.L. Chen and M.B. Su 1646Study on Temperature Stresses in Concrete Box Girders Due to Heat of ConcreteHydrationY.M. Jia, Z. Mei and D.P. He 1651Finite Element Analysis for Refrozen Process of Bored Pile in Permafrost RegionQ.B. Wang, Y.M. Jia and D.P. He 1655Local Stress Analysis of Orthotropic Steel Bridge Decks in High-Speed RailwayY.S. Li, Y. Tian and Y.L. Zhang 1659The Development of Beam-Arch Combination System Bridge Based on Mechanics andAestheticW.G. Ma, Q. Huang, M. Yang and Y. Ren 1664Numerical Analysis on Surplus Bearing Capacity of Chipped Bridge PiersX. Liu, R.H. Wang and B. Jia 1669The Local Stability Analysis of Steel Box GirdeH. Wang, S.J. Fang, G.D. Lin, Z.W. Qi and C.Z. Chang 1673Fatigue Test Research on Welded Rib-to-Deck Connections in Steel Orthotropic BridgeDeckY.L. Zhang, Y. Tian and Y.S. Li 1677Design Innovation of Large-Span Pre-Stressed Concrete Box Girder Bridge withCorrugated Steel WebG.H. Li and J.X. Zhang 1682Experimental Study on Transversal Stress of Precast Simply Supported Box Girder duringthe Pre-Tensioning and Initial Tensioning StagesZ. Rui and W.L. Lu 1689Homology, Hierarchy, and Space - A Case Study of Wu’s HouseX.J. Li 1694Calculation of State Transfer of Curved BridgeJ.J. Xi, Q.N. Li and T.L. Wang 1701Influences of Beam-Arch Combination Bridge Structure Arrangement on MechanicalCharacteristicsR.C. Ji, Y.Z. Xu and Y.Z. Sun 1707Experimental Research on Polymer-Modified Ceramic Tile Bonding MortarC.P. Tang and L.L. Zhang 1711Experimental Study on Forced Vibration of Prestressed Concrete Simply Supported Beamunder Speed-Increase StateG.D. Lin, S.J. Fang, H. Wang, Z.W. Qi and C.Z. Chang 1716Research on Optimization of Shock Absorption Design of the Self-Anchored Cable-StayedSuspension BridgeW.Z. Zhu, Z.Z. Wang, Z. Zhang and H.R. Chen 1722The Relevance Research on Tension Test Technology of Cable and SuspenderW. He, R. He and H.X. Zheng 1727Study on Planning Strategy of Harbin Aviation and Automobile Industry CityX. Yue and T. Wan 1731Simulation and Analysis for Externally Prestressed Concrete Bridge Based on ANSYSK. Chen, J.Y. Song and S. Zhang 1737Probability Assessment Method for Bearing Capacity of Existing RC BridgeL. Yan and Y.Z. Lü 1743Study on Bearing Capacity Assessment of Prefabricated RC Slab BridgesL.L. Zou and X.L. Zhou 1750The Study of a Classroom with Solar Chimney Hybrid VentilationS.H. Xu and H.G. Dong 1755

n Advances in Civil Engineering and Architecture

Behavior of Cantilever RC Beam Support Strengthened with Near-Surface-Mounted FRPBarsX.G. Wang, J.H. Yue, L. Li and Y.Z. Zheng 1762Failure Testing of a Full-Scale Reinforced Concrete T-Girder BridgeJ.Q. Zhang, H.W. Ren and B. Yu 1767DHGF Theory Based on the Concrete Bridge Safety Evaluation MethodsQ.S. Sun and J.F. Chang 1774Review of Technical State Assessment for Substructure of Existing Bridge with Mid-SmallSpanZ.W. Huang, Q. Huang and Y. Ren 1783Equivalent Space Rigid Frame Model of Pile-Group FoundationH.J. Yin, G.Y. Yuan and R.J. Zhang 1788Development of Bridge Geometry Detection System Based on PDAY. Wang and W.T. Shang 1794Vertical Seismic Response of Self-Anchored Cable-Stayed Suspension Bridge under Pile-Soil-Structure InteractionF. Miao, G. Ping and W. Bo 1798Seismic Response of Bridge Pier in Deep Water Considering close Fluid-StructureInteraction EffectsZ.H. Wang, C.S. Gu and G.X. Chen 1803Geometric Nonlinear Analysis of Curved Box Continuous Girders Considering Shear LagEffectQ.Z. Luo and Y.J. Chen 1811Mechanics Characteristics Study for Cable-Stayed-Suspension BridgesJ. Qiu, R.L. Shen and H.G. Li 1817Optimization Design Method of Steel Truss Girder Bridge ReliabilityG. Yang, A.F. Zhang and X.K. Li 1826Study on Structure Sensitivity Analysis Using ANSYS PDSK.K. Peng 1830Experimental Research on Special-Shaped CFST Arch Bridge ModelD.P. Gu, Y.J. Chen, W.M. Yan and Y. Li 1835Simulation of the Structural State of Prestressed Concrete Bridge after FireY.H. Chen, K. Chen and J.M. Lu 1842Application of Factor Analysis to Risk Evaluation of Bridge ConstructionQ.F. Li, Z.X. Li and J. Niu 1848Study on the Effect of Prestressed Degree on Seismic Performance of Prestressed ConcretePierH.L. Wang, S.F. Qin, Z. Pan and R.B. Jiang 1854Effect of Fly Ash and Ground Granulated Blast-Furnace Slag on Sulfuric Acid Resistanceof ConcreteB.X. Li, K. Yang, J. Liu and M.K. Zhou 1860Experimental Study on Full-Scale Segment Model of Huaian Cable-Stayed Bridge PylonH.Y. Tang and S.P. Meng 1866Application of AHP Based on Entropy Weight for Risk Identification in BridgeConstructionQ.F. Li, P. Cong, H.T. Yang and H.F. Li 1871Finite Element Analysis about Dynamic Characteristics of the High-Pier and Long-SpanContinuous Rigid Frame BridgeY. Wang, J.X. Liu and C. Wang 1876Analytical Model for the Hysteretic Behavior of SRC ColumnsS.S. Zheng, L. Li, W. Wang, Q.L. Tao and Z.Q. Li 1881Theoretical Analysis of Temperature and Shrinkage Stresses of Box-Girder SectionW.Z. Li, Z.L. Wang and F.N. Ali 1885Inspection and Evaluation on Prestressing Tendon Force for PC BridgeQ. Guo 1893Remote Monitoring and Assessment Systems Design for Long-Span Continuous RigidFrame BridgesD.L. Tan, H.T. Zhang, H. Wang, L.Z. Ye and W.H. Yan 1897

Advanced Materials Research Vols. 243-249 o

The Study of Aseismatic Performance of Continuous Rigid-Frame BridgeY.H. Li, R. Xiong, A.R. Liu and J.P. Zhang 1901Study of the Baseline Finite Element Model of a Cable-Stayed Bridge Based on the FieldInspection DataH.P. Wang and Q. Jin 1908Research on Seismic Performance for Steel Box Arch Bridge Scheme of Xiazhang Sea-Crossing BridgeB. Yan and Y.C. Feng 1917The 3D Stress Analysis of Arch Foot for a Through Tied Arch BridgeL. Yin, B. Chen, F.T. Bai and B. Zhu 1922Application of Expansion Double Spherical Seismic Isolation Bearing in Seismic Design ofContinuous Girder BridgesT.B. Peng, Z.N. Wang, X.T. Yu and C.Y. Yang 1928Determination of Cast-In Situ Section Lengths of Reinforced Concrete Arch Bridge in ArchCentering MethodS.X. Zhou, M. Zhang, B. Liu and J. Xu 1935Mechanical Analysis of Deck Pavement of Curved Continuous Steel Box GirderM. Cao, G.F. Li and H.P. Zhu 1941Energy Dissipation of Super-Long-Span Cable-Stayed Bridge Using Metal Alloy BraceC.P. Liu, X.G. Zhang, D.X. Zhou, W.M. Yan and Y.J. Chen 1947Study on Ultimate Load-Carrying Capacity of Long-Span Composite Girder Cable-StayedBridge with Three PylonsL.F. Wang 1952Applications of Modified Equivalent Load Method in the Possibility of the Transportationof Large EquipmentJ.T. Kang and H.H. Zhang 1957Damage Detection of Self-Anchored Suspension Bridge Based on Neural Network Modeland Genetic-Simulated Annealing AlgorithmQ.C. Zhang and Q.S. Sun 1963Vertical Load-Carrying Natural Frequency of Railway Double-Track Steel TrussContinuous BridgeJ.Y. Ren, W.P. Li and M.B. Su 1968Study on Disease Analysis and Reinforcement Technology of Truss Arch BridgeJ.T. Kang, N. Wang, C.Z. Liu, C.W. Chen and L. Li 1972Research of the Forecast and Early Warning System for BridgesH. Wu and D.W. Peng 1978Applications of Artificial Neural Networks in Bridge EngineeringX. Wei and J. Li 1984Research on Overall Stability of Concrete-Filled Steel Tubular Bowstring Arch BridgeZ.L. Li and P.Y. Zhou 1988Research on Indoor Thermal Environment of Tibetan Rammed DwellingsL.P. Li 1995Research of Strength of Dongji Reinforced Concrete T-Beam BridgeX.Z. Zhang, Y.B. Liu, W.X. Hu and J.S. Zhu 2000Optimization Analysis of Position and the Shape of the Pre-Setting Hole on Cast- In SituBox Girder RoofH.G. Cheng, Y. Wang and L. Xie 2004The Transfer Matrix Method for Seismic Analysis of Curved Box Bridges under Multi-Support Excitation in Frequency DomainJ.P. Sun and Q.N. Li 2010Study on Free Vibrations of Self-Anchored Suspension BridgesJ. Li and N. Li 2014Dynamic Characteristics Study of U-Beam Applied in Rail TransitX. Zhang, X.Z. Li and Y.D. Li 2021The Parameter Sensitivity Analysis of the Externally Prestressed Composite BeamJ. Li, B. Sun, Q.N. Li and L. Li 2027

p Advances in Civil Engineering and Architecture

Chapter 3: Geotechnical Engineering

The Large-Scale Direct Shear Test on Gravel Soil with Different Water Content in Badongof Three Gorges Reservoir RegionL.H. Wang, J.C. Wang and J.L. Li 2035Mining Research of Coal Replaced with Gangue in Folded Fault AreaS.R. Xie, F.L. He, H.Z. Yang, H.B. Li and C.Y. Tian 2039Influence of Grey System Parameter Identification Method on Prediction of BearingCapacity of PilesF. Yang, L.Z. Sun, Z.L. Xie and Y.G. Zhou 2044A Study on Dynamic Properties of Cement-Stabilized SoilsP.H. Tsai and S.H. Ni 2050Study on Mechanical Characteristics of Frost Heaving of Artificially Frozen SoilD.W. Li, D.W. Xu, J.H. Fan, R.H. Wang and B.J. Luo 2055Experimental Study on Mechanical Characteristics of CSG MaterialsD.G. Zou, D.Q. Li, B. Xu and X.J. Kong 2059Study on Mechanical Behaviors of Underground Pipelines Due to Excavation of FoundationPitR.L. Yang, J.J. Wang and H.C. Zhou 2065Complex Slope Stability Analysis of Slip Surface Stress Method Based on NaderHypoplastic ModelB.L. Xiong, J.S. Tang and C.J. Lu 2071Analysis of Shallow Landslides Stability of Coal Measure Soil through Contact Elastic-Plastic FEML. Zhu, X.J. Song and B.N. Hong 2076Phenomena of Multicale Fracture of Brittle Materials and its Application to Teaching inStrength TheoryL. Wang, D.H. Rui and J.H. Yang 2084Dynamic Shear Modulus and Damping Ratio of Waste Granular Rubber and Cement SoilMixturesZ.Y. Wang, G.X. Mei and X.B. Yu 2091A Research of Reinforcing Ingate in Shale-Laminated SandstoneW.G. Qiao, Y.X. Lv and L.C. Wei 2095Passive Pile Calculation Model and its Reasonable Distance of PilesB.L. Li, Y.T. Gao and S.C. Wu 2100Study on Secondary Consolidation Behavior of Soft-Clay Sediment from Lakes in YinchuanZ.B. Wang, Z.Z. Cui and S.X. Zao 2108Bearing Capacity of Suction Caisson Foundations Using FEM AnalysisZ.Y. Wang, M.T. Luan and L. Shen 2112Research on Distribution Rule of Geostress in Deep Rock in Chinese MainlandX.P. Li and B. Wang 2116Stochastic Seepage Simulation for Bulk Terrestrial Domain Based on Difference MathTheoremH.B. Ma 2123Experimental Study of Mechanism of Rock Breakage with High-Pressure Cavitating WaterJetsZ.L. Ge, Y.Y. Lu, J.R. Tang, K. Hu and W.F. Zhang 2130Field Investigation of Influences of Load on Pile Top on Negative Skin Friction BehaviorsL.N. Xia, Y.D. Miao, S. Li and X. Tong 2138Behavior of Micropiles in Soft Soil under Vertical LoadingZ.Z. Qian and X.L. Lu 2143The Bearing Capacity Character of Enlarged Base Shallow Foundation under Uplift LoadX.L. Lu and Q. Cui 2151Influence of some Factors on the Behavior of Pile-anchor Retaining Structure forPermanent Supporting Foundation PitH.W. Zhang, J. Liu, N.N. Zhang and Q.C. Gao 2157

Advanced Materials Research Vols. 243-249 q

Elasto-Plastic Numerical Analysis on Elliptic Cavity Expansion under Uniform PressureH.C. Liang, G.Q. Zhou and X.Y. Shang 2162A Study on the Impact of Structure Plane on Unloading Rock Mass DeformationF. Wang, X.L. Liang, J.P. Du and J.F. Qi 2167The Numerical Simulation of Bearing Capacity of Pile-Bucket Foundation under CombinedLoading of Up-Pull and Horizontal ForceW.B. Liu, L. Zhao and N. Jia 2171Study on Influence of Geotechnical Grille Characteristic on Mechanics Properties ofReinforced Sand-GravelB. Xu, D.G. Zou, T. Gong, X.J. Kong and J. Bi 2176Study on Character of Triaxial Extension Strength of Compacted ClayJ.X. Liu, Z.F. Chen and W.F. Xu 2183Testing Analysis on Rock Fatigue Life Due to Affecting Factors under UniaxialCompressionJ.X. Ren, Y.H. Zhang, Q.Y. Li and K. Zhang 2188Discussion of Feasibility of Producing Soil Stabilizer with Industrial WasteX.X. Deng, L. Dai, Z.G. Li and X. Huang 2194Research and Development of one Kind of Acousto-Elastic Sensitive Concrete MaterialJ.Z. Lin, M.J. Zhao, D.L. Wu, H.W. Yang and X.J. Liu 2198Unloading Characteristics of Hard Rock at DepthY.H. Lv, X.T. Feng and J.Y. Liu 2205A Constitutive Model for Rock Joints under Cyclic LoadingD.M. Yang and X.B. Qiu 2211Research on the Gas Migration Regularity of Municipal Solid Waste Landfill in the Solid-Liquid-Gas-Heat InteractionX.L. Liu, W.J. Si and C.Y. Zhu 2216Analysis on Variable Bond Strength Failure Criterion of Layered Rock Mass Based onNumerical Simulation and Model-TestB.W. Xia, J. Wang, Y.Y. Lu, Y. Kang and D. Li 2220Analysis on Common Quality Problem during Prefabrication of Reinforced Concrete ShaftLining in Vertical Shaft of MineX.L. Liang, F. Wang and H.M. Wang 2229Experimental Study on Variation Law of Permeability Coefficient under Muddy WaterInfiltrationJ.X. Jin, L. Liang, B. Liang, M. Li and K. Zhang 2233Experimental Study on Time Series Characteristics of Rock Acoustic Emission in CompleteStress-Strain Process under Uniaxial CompressionY.J. Yang, D.C. Wang, K. Wang and N.N. Zhao 2239A Study of the Vibration Impact of Underground Circular Structure on the SurroundingBuildingsQ. Ren and X. Liu 2245The Effect of Nonlinear Dynamic Shear Modulus under Anisotropic Consolidation onResponse Spectrum of Soil LayerJ. Sun, X.M. Yuan and M.S. Gong 2250Stability Analysis of Rock Slope Based on Preferred Structural PlaneW. Zhong, Z.Y. Tan and L. Qiao 2254The Time History of Axial Force of Soil Nail in Deep Excavation CourseF. Li, Y.C. Guo, G. Shi and H. Qian 2259Study on Stressed Characteristic of Gridding Concrete Retaining Wall Used in Excavationof Soft-Soil Foundation PitG.Z. Zhou, X. Wei and C. Yu 2266Analysis of Earth-Rockfill Dam Slope Stability by Strength Reduction Method Based onNonlinear StrengthS. Yu, L.H. Chen, Z.P. Xu and N. Chen 2271Determination of Meso-Compositions in Granite Images Using Bayes Discriminant AnalysisJ.M. Xu, Y.J. Zhou and C.D. Lu 2276A Simple Constitutive Model for Overconsolidated ClaysY. Liu, X.D. Zhu and Z. Gong 2283

r Advances in Civil Engineering and Architecture

Approximate Analytical Method of Load-Settlement Relation for Composite Foundationunder Embankment LoadJ. Liu, J. He and F. Liu 2287Least Square Inversed Analysis of Soil Parameter for Foundation with Two-OrderGradient Theoretic MethodY.F. Xie 2294Model Test Research of Pile Body Modulus on the Long-Short-Pile Composite FoundationX.S. Ge, X.L. Zhai and J.W. Xue 2300A New Approach for Dynamic Stability Analysis of the SlopeR.L. Yang and Z. Feng 2304Uniaxial Mechanical Properties of Sandstone under Cyclic of Drying and WettingH.Y. Yao, Z.H. Zhang and Z.H. Zhu 2310Design Method of Long-Short-Pile Composite Foundation Base on Tangent Modulus In SituLoading Test CurveP. Liu, G.H. Yang and Y.C. Zhang 2314Field Performance of a Deep Multi-Strutted Excavation in Hangzhou Soft ClaysH.W. Ying, Y.W. Yang and X.Y. Xie 2324Dynamic Tests Research on Solidified Body Capability of Soil StabilizerS.H. Li, X.G. Tao, Y.G. Shen and Y. Zhang 2328Experimental Study on Shear Mechanical Characteristics of Soil-Structure Interface underDifferent Normal StressH.C. Xia, G.Q. Zhou and Z.C. Du 2332Research on Deformation Law of Deep Excavation Supporting Structures in Beijing MetroStationQ.Y. Li and Y. Wang 2338Evaluation on Excavation Design with VE MethodH.W. Tong and H.Y. Chen 2345Study on the Effect of Hydraulic Immersion on the Strength and DeformationCharacteristics of SandstoneR.H. Wang, Y.Z. Jiang, J. Guo and J.F. Zhou 2351The Research on Optimal Design of the Whole Process of the Piles′ Diagonal Brace SystemBase on Coordinating Space RoleJ.Y. Liu, Y. Liu, Y.Z. Hou and B.X. Jin 2356The Study of Support Replacement Technology about the Bracing System of Pile andOblique BracingY. Liu, J.Y. Liu, Y.Z. Hou and B.X. Jin 2366Analysis of Frozen Drilling Surrounding Rock Temperature Field about Weakly CementedSoft RockW.M. Wang, L. Wang and H.B. Jia 2375Prediction on Red Clay Foundation Settlement of Ballastless Track of High-Speed RailwayX. Yang, G.L. Yang and W. Fang 2382Experimental Research on the Pile-Base Post-Grouting Effects of Piles of Liao River BridgeY.L. Diao, G.L. Dai and W.M. Gong 2389The Application Study of Self-Balanced Test Method for Bearing Capacity of FoundationPilesZ.R. Dai, Z.H. Huang, H. Li and X.D. Yin 2395Experimental Studies on Wind Erosion Mechanism of Aeolian Soils Subgrade Slope forDesert HighwayC. Li and Y. Gao 2401Non-Linear Finite Element Analysis of Squeezed Branch PileM. Zhou, Z.F. Wang and S.W. Wang 2409Numerical Simulation on the Reinforcing Effect of New CFG Pile-Board StructureComposite FoundationD.B. Zhang 2415Numerical Simulation of the Rational Loading Waveform in Large Diameter SHPBDynamic Test for Rock-Like MaterialsF.Q. Gong, X.L. Liu and K. Gao 2419Rainfall-Induce Seepage Field of a High Slope and its Effect FactorsZ.Y. Zhu, F. Zhang, X.Z. Ling, M.Q. Huang and Q.L. Li 2423

Advanced Materials Research Vols. 243-249 s

Optimization Strategy of the Long-Short-Pile Composite Foundation Based on theSettlement ControlY.C. Guo, S.H. Zhang, G. Shi and N. Liu 2429Corrected Cone Penetration Test Method for Predicting the Load Capacity of Single PileD.H. Jiang, Z. Li, N.J. Ji and Y.Y. Hu 2435Experimental Study on Fracture Behavior of Jointed Rock with Filled Crack in UniaxialCompressionM.T. Li, S.C. Li and D.L. Shao 2439Experimental Study on Dynamic Poisson’s Ratio of Rock-Fill Materials under CyclicLoadingsD.G. Zou, J.M. Liu, B. Xu, X.J. Kong and T. Gong 2443Field Test of DX Pile GroupS.T. Tang and L.H. Chen 2451Influences of Deviatoric Stress on the Soil-Water Characteristic CurveX.W. Fang, S.P. Jiang, C.N. Shen, Y. Xie and G. Li 2456Evolution of Meso-Structure of Intact Loess during LoadingC.N. Shen, X.W. Fang, H.W. Wang, Y. Xie and G. Li 2460Simulation Test on the Cement's Stiffness-Contribution of Reinforced Cement Mixing WallW.Z. Chen, Q.C. Gao and J.S. Jiang 2464Analysis Quantitatively of the Quality of Solidified Waste Matrices with the Ratio of Binderto WasteY.X. Wang and Y. Liao 2469Analysis of Loss Influence on Key Members of Frame Structures Subjected to BlastLoadingR.L. Yang, S. Zhang and L.B. Bi 2473Stability Assessment of Silin Powerhouse Cavern Based on Displacement Back AnalysisMethodY.H. Yang, C. Shi and L.R. Zhang 2478Research on the Method of Determining M Value of the Rock-Socketed Continuous WallH.Y. Zhang 2483Experimental Study on Structural Properties Influencing on Shear Strength of Soft ClayJ.F. Wang, Y.L. Li, Y.B. Gao and Y.X. Yang 2487The Analysis of Measured Data of Plant and Tree Growth with Richards and LogisticModelB. Tai and J. Gang 2491Optimization Design Study on Variable Stiffness of the Pile Raft Foundation in High-RiseBuildingY.L. Li, J.F. Wang, Q. Wang and K. Yang 2498Application of Flac2D to the Temperature Calculation and Approximate Damage Analysisfor the Canister Retrieval Test in SwedenS.H. Luo and R. Christiansson 2503Numerical Simulation Methods and Parameters of Geo-Grid Rein-Forced Retain Fly AshWallW. Shi, X.W. Chen and J.M. Liu 2512Influence of Blasting Vibration on Roadway Loose RangeX.N. Shao, Y. Xu and H.B. Wang 2518Study on the Influence of Seismic Wave Inputting Interface on the Earthquake Response ofDeep Soft SitesJ.H. Chen, A.H. Zhou, Q.J. Wang and Y.J. Xu 2523Comparative Analysis of Universal High-Rise Building Design Software between DynamicCharacteristics and Measured Dynamic CharacteristicsD.Y. Shi and J.X. Long 2529SVM Model Based on the Influencing Factors Evaluation and Prediction of UltimateBearing Capacity of Statically-Pressured Pipe PileJ.B. Zhao, C. Xu, Y.Q. Shi and X.Y. Feng 2534The Analysis on Monitoring Data and Finite Element Simulation of the Deep FoundationPit in TianjinS.L. Feng, Y. Han, J. Li, P.L. Li and J. Liu 2543

t Advances in Civil Engineering and Architecture

Study on Excavation-Induced Permeability Changes in Clay StoneS.P. Jia and W.Z. Chen 2548Study on the Stability of Reservoir Landslide under Multiple-Factors ActionH.F. Deng, J. Guo, M. Zhu and T. Lu 2552"Hollow Village" Governance Research of our CountryD.X. Ma and Z. Chen 2556The Resilience Deformation Rules Test Research of the Soft Soil in the Unloading ConditionB. Tang, R. Wang and J. Lei 2560An Innovation Simulation Method for Flow State Evolution Laws of Water Inflow andInrush in Course of Tunnel Excavation (Part I: Theories)Z.H. Xu, S.C. Li, L.P. Li and S.S. Shi 2565Study on the Relationship between Parameters of Deterioration Creep Model of Rock underDifferent Modeling AssumptionsM. Huang and X.R. Liu 2571Research on Punched Pile Construction–Induced Dynamic Response of Bridge PileFoundationY.H. She, H.Y. Su and Z.X. Xiao 2581Interior Experimental Study on Engineering Properties of the Modified Tonhaltig PhylliteX.P. Li, Y.N. Lu and X.H. Wu 2586Study on the Correlation between the Stability of Slope and the Intensity of Rock Layer bySimulation ExperimentP.L. Huang and C.X. Chen 2591Laws of Formation and Evolution of Pressure Arch in Coal Mining Adjoining RockX.L. Du, H.W. Song and J. Chen 2596Effects of Complex Initial Stress State Parameters on Dynamic Shear Modulus of LoessZ.J. Wang, Y.S. Luo and H. Guo 2601Study on Tensile-Shear Failure of Fractured Rock Mass under Strong Seismic LoadG.S. Lu, X. Wang and X.L. Chen 2607Design and Application of Automatic Monitoring System in Side SlopeX.G. Song, Z. Ma, H.B. Zhang, Q. Wang and P.Z. Zhuang 2613Study on Optimum Cross-Section of Gravity Retaining Wall Based on ANSYSS.Q. Zhang, Z.Y. Su and Y.F. Zhong 2618Study on the Stability of Jointed Rock Slopes Based on Network Simulation ofDiscontinuitiesF. Liu, R.D. Liu and Z.F. Cai 2623Modified SFG Model for Unsaturated SoilsM. Liu, C.G. Zhao and Y. Liu 2627Numerical Analysis for Displacement Law of Deep Alluvium Frozen Wall in ThousandMetres Vertical WellJ. Wang, H.G. Ji, C.Q. Wang and K. Luan 2634Finite-Difference Method Appliance to the Computation of Ground Additional Stress andSettlement of Storage TankX.D. Cheng, W.S. Peng and L. Liu 2638The Effect of Heterogeneity and Element Sizes on Rock Mechanics PropertiesH.J. Lu, G.H. Cai, L. He, Z.Y. Hu and J.S. Li 2643Fuzzy Comprehensive Analysis and Assessment about Slope Stability Based on theMutation TheoryW.F. Liu, H.M. Li and B.P. Tian 2647Study on Mechanical Property and Strength Formation Mechanism of Red-Mud and Fly-Ash Aerated ConcreteR.Y. Wang and L.F. Zhang 2653The Principal Stresses of Soil Mass in the Direction of Plane StrainD.C. Lu, X.L. Du, A.N. Zhou and Y.P. Yao 2657Study on Stability for Intersection of Deep Soft Rock RoadwayZ.J. Li, Y. Zhang and X.L. Zhao 2666Shear Band Analysis of Sand Based on Digital Image Processing TechniqueX.L. Du, S.W. Hou, D.C. Lu and X.L. Cheng 2670

Advanced Materials Research Vols. 243-249 u

Study on Dynamic Response of Hollow Pile Using the Method of Composite StiffnessPrinciple and BiparameterY.M. Zhang, M. Yang and Q.G. Yan 2679Research and Use of the Steel Sheet Pile Supporting Structure in the Yellow River DeltaQ.Z. Yan, J. Rao and Z.Q. Xie 2684The Stability Analysis of Underwater Slopes Based on Strength Reduction MethodL.Y. Li, Y. Liu, H. Chen and H.B. Wu 2690Triaxial Creep Experiment of Red SandstoneL. Cao, Z.J. Wang and Y.F. Xu 2694Generalized Gradient-Dependent Plasticy TheoryB. Zhao, N. Li, Y. Song and X.Q. Yan 2702Application Technique of Vertical Prestressed Anchor Retaining Earth Wall in LandslideFieldJ.X. Ding, G.Q. Yang, B.L. Xiong and Q.Y. Zhou 2712Behavior of Soil Nailing Protection with High and Steep Bedding Stone CuttingJ.X. Ding, G.Q. Yang, B.L. Xiong and Q.Y. Zhou 2716Effect of Particle Size to Sand’s Shear Strength and Deformation under High PressureY. Lu, G.Q. Zhou, X.Y. Shang and Y.S. Li 2720At-Rest Earth Pressure Coefficient from Hypoelastic ModelX.Y. Shang and G.Q. Zhou 2726Two-Dimensional Numerical Simulation Analysis of the Diaphragm Wall Earth Pressureand Deformation Used the Cover Reverse Construction Excavation MethodH.B. Guo, K.S. Ding, Y.J. Zhang and X. Li 2732Stress Calculation for a Double Layer Shaft in Special StrataY. Zhou and G.Q. Zhou 2738Research on Shear Creep Property of Soft Rock in Dam FoundationY. Wang, H.F. Deng, T. Lu and Z.Y. Zhao 2744An Improved Elasto-Plastic Model for Unsaturated SoilsJ.J. Dong 2748Further Study on the Application of Self-Boring Pressuremeter Test in ClaysQ. Cao and H. Chen 2752Treatment of Weak Foundation Based on the Cast-in-Place Expanded Pile of ConstructionWasteH.Q. Liu and X.Y. Fan 2759A Simplified Calculation Method for Spatial Effect in Large-Long-Deep Foundation Pit andits AnalysisM.F. Lei, L.M. Peng, C.H. Shi, Y.L. Zhang and W.H. Li 2762Evaluation of Aseismic Stability of Gangue Slope Based on Nonlinear Mohr-CoulombFailure CriterionG.F. Zhao, H.Z. Guo, Y.L. Lin and W. Duan 2771Theory Analysis of Temporal Correlation of Filling Body’s StabilityB.J. Fu, M.Z. Gao and M. Tu 2775Limit Analysis on Stability of Cracked Slope Induced by EarthquakeY. Ding, C. Dang, Y.B. Shao and X.D. Zou 2780Active Earth Pressure on Retaining Walls with Layered Cohesive Backfills and ConsideringCrackingX.Y. Jiang and S.W. Di 27863D FEM Parallel Computation Geostress Neural Network Analysis Based on Deep Comp1800 Cluster SystemZ.M. Chen and D.A. Zhao 2790Unloading Triaxial Experimental Study on Stress Path of Excavated Soil SlopeY.G. Zhang, K.Y. Zhang, W.L. Li and Q.Z. Shi 2797Foundation Design for the Shanghai Center TowerJ.H. Xiao, S. Chao and X.H. Zhao 2802Study on Time-Space Motivation and Operation Mechanic of Landslide - A Case ofZhenzilin Landslide in Sichuan-Tibet HighwayX.G. Jin, W. Hong, L. Zhu and L.B. Wang 2811

v Advances in Civil Engineering and Architecture

Research on Creep Property of Cement Grouted JointF.T. Sun, C.X. She and K. Li 2819Settlement Analysis of Municipal Solid Waste LandfillX.L. Liu, Y.J. Wang and C.Y. Zhu 2825Reliability-Based Stability Analysis of Foundation Pit Supported by Micro-Pile CompositeSoil NailingY.L. Zhao and W.G. An 2829Properties of Foam and Soil Improvements for Earth-Pressure Balance Shield Constructionin Red SoilsT. Li, B. Liu, Y. Li and C.J. Song 2834Simplified Modeling of Ground Motion on Liquefied Sites under Seismic LoadingL.W. Chen, X.M. Yuan and R. Sun 2842Stability Analysis of Backfilled Gravel Subgrade Slope with FEM Strength ReductionK.Y. Zhang and T.G. Feng 2852Design Method and Application of the Capped Rigid Piles and Geo-Synthetics CompositeFoundationZ.H. Cheng 2858Research on Settlement Calculation of Soft Foundation Treated with Vacuum PreloadingBased on Stress Path MethodY.D. Wu, S.C. Yang and H.L. Liu 2864A Simplified Method for Evaluating Earthquake-Induced Differential Settlements ofBuildings on Natural SubsoilL.W. Chen, S.J. Meng, X.M. Yuan and R. Sun 2869Pore Water Pressure Variation Characteristics Analysis of Soft Soil Foundation Disposedby Dynamic Drainage Consolidation MethodG.H. Yang and J.L. Han 2880Experimental Research on Deformation Characteristics and Energy Change of Rock underDifferent Unloading Rates of Confining PressuresX.M. Han and S.D. Li 2885The Analysis on the Effect of the Loading Capacity of the Pile with Buried TubesW. Wang, R. Han, M.X. Wu and C.M. Zheng 2889Research on Chaotic Characteristic for Settlement of Road-Tunnel Composite StructureZ. Liu and C.Y. Zhou 2893Pedigree Cluster Analysis of Micro-Structural Parameters of LoessL.X. Gao, X.Y. Yang, S.Q. Li and L.K. Qin 2899Study on the Deformation of Retaining Structure of Pit-in-Pit ExcavationJ.S. Huo, J. Chen, Q.M. Gong and S.H. Zhou 2903Analysis on Excavation Procedure in Large Soft Soil Foundation Pit of Shanghai Expo AxisX. Yuan, Q.M. Gong and S.H. Zhou 2909Mechanical Characteristics of Soil Anchor under Combined Water and Ground LoadsJ.B. Hao and Y.M. Men 2915Research on Topological Structure of Rock Electrochemical Impedance SpectroscopyH.F. Wang and J.C. Hu 2920Modeling of Asymmetry Sedimentation of Foundation Induced Cracking of Masonry Wallwith OpeningsH.X. Lin 2925Nonlinear Analysis of Pile Group Effect of Large Diameter Drill Hole Cast-in-Place PileJ. Du, J.G. Han, H.L. Zhang, J.Y. Zhong and H. Peng 2929Influence of Liquid Water on the Heat Exchange of Control Layer of Cooling RoadbedM.K. Huang 2934The Application of the Capped PTC Pile in Expressway Widening on Soft FoundationC.Y. Liu, H.C. Song, G. Pan, J.Q. Zhang and C.W. Liu 2938Slurry Shield Tunnelling in Clayey Soils: Typical Problems and CountermeasuresZ.M. Zhang, C.G. Lin and S.M. Wu 2944The Finite Element Model of Discontinuous Rock MassesH.B. Wu and Z.P. He 2948

Advanced Materials Research Vols. 243-249 w

A Simplified Method to Assess the Risk of Geotechnical Engineering under Hydro-Chemical CorrosionP. Li, G.H. Li and J. Liu 2952Gravel Pile of Dry Mixed Cement Trial Research in Reinforcing SubgradeM. Zhou, D.B. Wang, X.Z. Zhang and J.G. Geng 2958Study on the Displacement Characteristic of Uplift Anchor under Cyclic LoadingZ.M. Zhang, N.W. Liu, K. Fang and Q.Q. Zhang 2965The Application Process of Wavelet Neural Network in Intelligent Evaluation of the Qualityof Engineering Anchor PolesR.J. Li, Y.Q. Shi, J.S. Ma and X.Y. Jiang 2969Numerical Simulation of Triaxial Test in Clayey Soil Using Different Constitutive RelationsM.Y. Fattah, F.A. Salman and B.J. Nareeman 2973Observed Soil-Water Interaction in the Centrifuge Dynamic TestD. Su and X.S. Li 2978A Simplified Computational Method of Lateral Dynamic Impedance of Single PileD.S. Kong, Y.Q. Men and L.H. Wang 2985Study of “Wave Type” Uneven Settlement and Reinforcing Method of Soft Clay FoundationL.Q. Sun, S.W. Yan, H.J. He and Y. Xu 2990The Analysis of Loess High Embankment Stable Question by the Strength Reduction FEML.P. Zhang and C. Liu 2997The Numerical Solution of the Clay Passive Earth Pressure Based on Circular CombinedSurface MethodY.Z. Wu 3001System Implementation on Fuzzy Comprehensive Evaluation of Slope Stability Based onGISJ.L. Zhao 3007Research on Rock Burst Loading Test and PFC3D Numerical SimulationY. Zhou, S.C. Wu, Q.L. Wu, Y.T. Ma and Y.T. Gao 3012Model Test Research on Moisture Control of Saturated Over-Wet SoilH. Wen, R.H. Wang, Y. Yao and Y.M. Wang 3021Theoretical Analysis and Experimental Research on Upward Capacity of Screw AnchorY.F. Fang, H.X. Gao, W.W. Duan and Z.J. Sun 3029Study on Stability of Unstable Rock Masses on Right Bank Slope of JinPing I StageHydropower Station, Southwestern ChinaD. Huang, Y.X. Zhang and R.Q. Huang 3036Study on the Mechanical Properties of Discontinuity under ShearingC.S. Chen and S.Z. Wen 3043Swell-Shrinkage Behavior of Remolded Expansive SoilsC. Yu and J.C. Wei 3050Random Variation of Soil Parameters on the Reliability of Slope StabilityH.Y. Ge, J.S. Tu, S. Xia and Q.Y. Ge 3056Experimental Study of Damage Variable Law of Bridge and Tunnel with Underlying Goafduring ExpresswayX.Y. Liu and G.P. Di 3062The Analyses on Mechanism and Mode of Instability of Loess Slopes under Surface LoadingR.J. Li, R.J. Li, W. Zheng and J. Fang 3067Model Test of Roughness’ Influence on Bearing Mechanism in Rock-Socketed PileY.Q. Wang, R. Gao and Y.W. Zeng 3072Case Study of Long-Term Ground Settlements Induced by Slurry Shield TunnellingC.G. Lin, Z.M. Zhang and S.M. Wu 3078Formation Mechanism Study on Houchuangzi Slope Debris FlowX.Y. He, H.K. Chen, H.M. Tang and G.J. Wen 3082Evaluation Indexes of Sand Liquefaction Analysed by Rough SetN.P. Liu, H.T. Wang and Z.G. Yuan 3087The Soil Plug Failure Analysis during the Suction Penetration of Bucket FoundationJ.F. Qi, X.L. Song and A.L. Li 3092

x Advances in Civil Engineering and Architecture

3D Visualization Technology for the Influence on the Surrounding Environment Caused byExcavationZ. Liu, C.Y. Zhou, H. Chen and L.G. Dong 3098Study on Rock Mass Fragment Size Prediction Technology Based on Three-DimensionalInterception ModelX.L. Feng, D. Li, L.G. Wang, D.X. Wu and D.W. Wang 3105Local Analytical Solution of One Dimension Consolidation EquationB. Feng, R.T. Zhan and F. Zhou 3113Research on Un-Linear Deformation Characteristics of Unsaturated Clay with GeneralTriaxial TestX.Z. Shen, J.X. Zhang and M. Zhang 3117Research on Factors Influencing Characteristics Experimentation and Mechanism ofRheological Parameters of Soft-SoilH. Hu and X.Z. Zhou 3123Numerical Simulation Research for Stress and Distortion of Pile-Anchor Support Structureof the Deep FoundationB.J. Liu and Q. Xu 3128Analysis and Solutions of Deformation Behavior of Fault Zone Side Slope HazardC.E. Zhou 3132Study on On-Site Test of Vertical Bearing Behavior of Rigid Pile Composite Foundation forHigh-Rise BuildingsJ.H. Tao, S.T. Liang, W.M. Gong and C.L. Wu 3141The Impact Analysis of Ground Stability Caused by Exploiting Underground CoalS.X. Liu, X.G. Wei, S.H. Liu and L.P. Lv 3147Studies on Soil Resistance to Pipelines Buried in SandR. Liu, L.P. Guo, S.W. Yan and Y. Xu 3151Micro-Numerical Simulation of Anchorage Performance for Geotechnical AnchoredStructure by Particle Flow CodeS.F. Zhang, Y.M. Li, X.G. Song, J. Zhou and J. Cui 3157Numerical Simulation Analysis of a New Pressured Multi-Branch Bored PileM.Y. Zhang, H.L. Kou and W. Zhang 3167

Chapter 4: Geological Engineering

CT Images Analysis of Damage Process in Loess under Triaxial ConditionsH.N. Wang, W.K. Ni and G.Y. Liu 3175Studies on Geology of the Backfilling Fly Ash and the Foundation TreatmentsJ. Tian, B.S. Xia, J.D. Wang and T. Wei 3182Formation and Stablity of the Sky Pond Landslide Dam, ChinaY.H. Song 3189Deformation Characteristics of High Slope of Cihaxia Hydropower StationY.H. Song 3201Physical Modelling of Joint Effects on Deformation and Failure of TunnelsH.J. Zhao, F.S. Ma and J. Guo 3205The Characteristics and Mechanism of Large Scale Landslides between Huangjinping andDetuo in Daduhe RiverJ.F. Wu, Y.S. Wang and Y.H. Luo 3211Effect of Rock Nonhomogeneous Characteristics on Threshold PermeabilityZ.C. Feng, J.F. Wang and D. Zhao 32173D Back Analysis of Initial Stress Field Based on Neural Network RBF ModelZ.F. Wang, H.D. Liu, T. Jiang and S.W. Wan 3223The Analysis of Feasibility and Prospect of the Depth Exploring for Ore-Deposit inShangPing Tungsten Ore Area of Tie Shan LongZ.R. Gan 3229In Situ Test Research for the Affect of Surface Water Seepage on the Ground FissuresActionX.S. Li, C. Liu, L. Wang, T.Z. Xu, H.J. Meng, F.Y. Meng, J.Y. Shang and T. Wan 3233

Advanced Materials Research Vols. 243-249 y

Study on the Formation and Repeated Opening Mechanism of Ground Fissures under theRole of Surface WaterZ.W. Jiang and Q.Y. Wang 3238Experimental Study on Bearing Behavior of Large-Diameter Overlength Squeezed BranchPileJ.L. Jia, Z.F. Wang and J.H. Zheng 3244Experimental Study on Bearing Behavior of Large-Diameter Overlength Cast-in-PlaceBored Pile Post-GroutingJ.L. Jia, M. Zhou and J.H. Zheng 3251Laboratory Evaluation of the Stress-Strain relationship of Permeable ConcreteM. Hussin, Y. Zhuge, F. Bullen and W. Lokuge 3259Sensitivity Analysis of Rockfall Kinematic Parameters in ExpresswayY.L. Li and M. Zhou 3263Research on Intelligence Analysis System for Karst Water Inrush Geological RiskAssessment during Tunnel ConstructionJ.S. Xie, M.Z. Bai, Y.J. Yang, Z.Y. Xu, A.J. Zhang and P.C. Wang 3268The Active Mechanism of Xi’ an Ground Fissures and Discussion on a New Material for theGround Fissure Disaster PreventionX.S. Li, F.Y. Meng, C. Liu, H.J. Meng, P. Zhang, T. Wan, J.Y. Shang, W.Z. Cao and Y. Lan 3273Model Testing Research on Reducing Water Content of Saturated Over-Wet SoilQ.J. Hu, H. Wen and C. Gong 3277Field Test Study on Dynamic Stress Characteristics of Sand SoilX.G. Song, K. Yao, Z.G. Dou and Y. Yang 3285Study on the Landslide Stability Influenced by the Reservoir Water Lifting andAtmospheric RainfallG.S. Hu, Y. Ding and J. Liu 3289A Study on Forming Mechanism of Gas Tunnel in Non-Coal StrataX.B. Kang 3296Optimization Study on the Effect of Bolt Anchorage on Slope Stability by FEMX.L. Weng and B.J. Liu 3300Field Test on the New Method of Vacuum Dewatering with Lower-energy DynamicConsolidation for Silty Soil GroundH.B. Zhang, X.G. Song, H.H. Wang and Z. Ma 3306Moraine Lake Outburst Simulation of Glacier Sliding and Risk AssessmentC.H. Peng, C.M. Wang and G.C. Wang 3311Potential Slip Surfaces of Slope with Strength ParametersH. Lin and P. Cao 3315Study on the Mechanism of Water-Rock Interaction of the Black Rock StrataX. Liao, X.Y. Wu and J.T. Duan 3319A Study on the Groundwater Tracer Test in the Dragonmount Tailing Pond, GuangxiProvinceY. Li, J.F. Qi, L. Jia and Y. Zhang 3325Study on Critical Drilling Parameters for Auger DrillingS.C. Tan, L.C. Duan, S.E. Tan and H. Shi 3331

Chapter 5: Tunnel, Subway and Underground Facilities

Study of the Mechanics Behavior of Small Net Distance Half-Open and Half-HiddenStructure TunnelD.R. Zeng and X.Z. Xiao 3343Control of Water and Sand Gush in Tunnelling with Earth Pressure Balanced CompoundType ShieldJ.S. Lei, L.P. Yan, X.Z. Yang and D.Z. Liu 3349A Numerical Study on Operation Modes of Mechanical Ventilation in UndergroundTunnels and Comparisons with Full-Scale Experiments and Existing Fire Codes in TaiwanY.K. Fuh and W.C. Huang 3355Parameter Inversion of Return Mapping Algorithm in Tunnel EngineeringD.H. Yu, A. Jiang and J.X. Wang 3360

z Advances in Civil Engineering and Architecture

Load Calculation Method of Tunnels with Shallow Buried Depth and UnsymmetricalPressure in Regions of Weak Fissured Surrounding RockC.Q. Zuo, J.P. Chen and H. Liu 3364Impact of Double-O-Tube Shield Tunnel Construction on Independent Foundation FrameBuildingG. Wei, J. Hong, Z. Lin and X.J. Wei 3370Mechanical Analysis of Tunnel Crossing Ground FissureK.L. Li, H.J. Liu and Y. Liu 3376Compression Test of Lining of Tunnel Fireproof ConcretesR. Yao, D.L. Peng and H.Y. Huang 3381Loess Highway Tunnel Supports Stress Analysis and Construction Method MechanismC.J. Liu and F.M. Li 3385Development and Application of Complementary Support Technology under the Conditionof Weak and Broken Surrounding RocksH.W. Wang, Y.D. Jiang, J. Zhu, X.T. Zeng, P.F. Jiang and X.T. Zhang 3389The Study on Mechanical Properties of Karst TunnelB. Li and T.Y. Qi 3399Risk Control in the Deep Excavations with the Application of the Observational MethodJ.Q. Ma 3403FEM Research on the Impact of Changsha Subway Construction to Wan Dai HotelZ.N. Li, Z.Y. Wu and D.F. Luo 3411The Comparative Study on the Impact of Tunnel Excavation with Footage Different CRD toTestability of Surrounding RockL.P. Shi, B.S. Jiang and Y.Q. Zhao 3417Three-Dimensional Numerical Analysis on Heading Construction of Metro Station by Drift-PBA MethodY. Yuan, W.N. Liu, D.Y. Ding, X.C. Gao, M. Ma and H. Jin 3423The Simulation Analysis on Vibration of a Museum Building Nearby Induced by UrbanSubway TransitL.X. Shi and N. Zhang 3427Analysis on Mechanical Properties of Tunnel Lining on FireW.M. Wang 3432Experimental Study of Environmental Noise from Metro TrainD.T. Li, G.Z. Cao and H. Qiu 3440Study on Underground Utilities Settlement during the Construction of Shield TunnelH.X. Sun, H.Y. Wu and W. Zhao 3445The Method of Optimizing Blasting Parameters for Driving Tunnel Based on the OutcomeAnalysesJ. Dai and Y. Liu 3449Moving Model Test of Express Container Car Passing through a TunnelG.J. Gao, X.Y. Wang, L. Zhang and Q. Jin 3456The Research of the Spectral Features of Vibration Signals from Underground RailwayBased on Wavelet TransformZ.G. Yin 3463The Study on the Construction Mechanical Behavior of the Shield Tunnel Crossing theUltra-Deep Ventilation ShaftS.M. Wang, C. He, L.L. Lan and S.J. Liu 3468Study on the Construction Mechanic Behaviors of Different Cross-Section Shape ConnectedAisle in the Shield Tunnel with High Hydraulic PressureS.M. Wang, C. He, S.J. Liu and L.L. Lan 3472The Model Test Study on Frost Heaving and Melting Sedimentation of Subway TunnelConstruction with Manual Level Freezing MethodZ.S. Yao, H.B. Cai and H. Cheng 3476Study on Construction Technology for Urban Tunnel Closely Passing beneath ExistingBuildingQ.H. Guo 3484Numerical Analysis of Construction Ventilation of Long Railway Tunnel in Plateau AreaB.L. Lin and X.Y. Jia 3489

Advanced Materials Research Vols. 243-249 aa

Coupling Analysis of Seepage and Stress in Jointed Rock Mass of Equivalent ContinuumT.L. Xiao, X.P. Li and Y.F. Dai 3493Analysis of Seismic Response of Water-Conveyance Tunnel with ShaftJ.Y. Liu, J.Y. Chen, Z.B. Su and W. Xu 3499Digital Underground Space and EngineeringC.H. Wang and H.H. Zhu 3503An Integrated Manufacturing System with Reconfigurable Multi-Point FormingTechnology for Fabrication of Complex Cladding and FacadesD.T. Pham, S.Z. Su and M.Z. Li 3507Seismic Analysis of Intake Tunnel for Nuclear Power PlantJ. Zhao, Y. Zheng and G.X. Wang 3513Study on Risk Acceptance Criteria of Tunnel Engineering under ConstructionS. Wen, L.M. Zhao and Y.Q. Yuan 3518Excavation Method Analysis of Neighborhood Tunnel on ExpresswayX.G. Jin, L. Zhu, B.W. Cui and B.T. Shi 3523The Slabbing Mechanics Analysis of the Tunnel LiningZ.S. Wu, G.Q. Chen, K.K. Zen and X.R. Liu 3530Experimental Study and Numerical Simulation of Rock Mass Seepage Characteristics ofTunnel EngineeringY.D. Jiang, L. Xiong, X.Y. Yang, Q. Zhen and Z.L. Yan 3538Research on the Blasting Shock Absorption Technology of Shallow-Buried Tunnel Under-Traversing the Dense HousesM.L. Huang, X.W. Meng and Z.S. Tan 35463D Simulation of Tunnel Collapse Consolidation and In Situ Monitoring AnalysisZ.M. Chen and D.A. Zhao 3551Research on Pre-Reinforcing Composite Foundation with a Shield Tunnel Under-PassingZ.Y. Peng, W.N. Liu and Q.L. Zeng 3556Model Test on Structural Behaviour of Underwater Shield Tunnel with Large Cross-SectionConsidering Assembling ModesJ.M. Zhou, C. He, K. Feng and M.Q. Xiao 3560Design and Field Test of Bolt-Mesh-Cable Support of Extraction Drift in Soft Thick Seamwith a Large AngleD.M. Guo, J.Z. Zhuang, Y. Zhang, Y.B. Wang and R.S. Yang 3565Control Parameters of EPB Shield Tunneling in Weathered Granite Ground and BelowExisting TunnelsX.G. Li, D.J. Yuan and H. Hu 3572Study on Tunnel with Subsurface Excavation Method in Urban to Damage Assessment ofUnderground Pipelines and Protection Decision-MakingC.F. Yuan, G.M. Yu, X.C. Wang, Y.Z. Zhang and X.M. Guan 3582The Interaction Mechanism of Surrounding Rock and Supporting Structure in HighGeostress Extrusion FaultZ.M. Chen, D.A. Zhao and Y.Y. Yu 3588Optimization Analysis of Shallow Tunnel ExcavationY.Q. Zhao, Y.H. Li and Q.F. Liu 3599Numerical Simulation Analysis on Impact of Surface Deformation to the Frame-Shear WallStructure Caused by Tunnel ExcavationC.F. Yuan, G.M. Yu, Q.Q. Zhao, J.B. Zou and X.M. Guan 3606Fundamental Research on Drilling Processes Using Drag BitsZ.T. Li and K.I. Itakura 3612Influence Analysis of the Construction of Ground Building to the Underground ShieldTunnel Built LatelyY.M. Yao and S.L. Song 3618Study on the Multi-Layered Excavation Scheme of the Large Underground PowerhouseQ. Yao, H.T. Li, X.G. Yang, J.W. Zhou, X.Y. Sun and H.W. Zhou 3623Influence of Tunnel Blasting on the Close-Spaced TunnelY.M. Ding, S.C. Cong, R.T. Wang, H.W. Li and H.L. Wang 3628Research on Repeatability of Karst Water Burst Flood and Stability of Long-Hole Groutingin Long and Large TunnelX.D. Zhang and P. Wang 3632

bb Advances in Civil Engineering and Architecture

Mechanical Analysis on Secondary Lining Damaged by Local Load under EarthquakeY.Y. Yu, X. Guo, N.W. Wang and H.B. Liu 3639A Method for Determining Second Lining Supporting Opportunity in Soft Rock TunnelZ.W. Wang, J.Q. Fang, C.C. Xia, Y.W. Bian and K. He 3644Numerical Analysis and Optimization of Wedge Box of Diagonal BraceW. Li 3652An Approach to Determine the Stiffness Reduction Factor of Tunnel LiningH.Y. Zhou, L.X. Li and T.G. Chen 3659Research on the Solutions to the Concrete Durability of Newly-Built Tunnel StructureH.Y. Wang, W.G. Qiu, X.F. Chen and H. Gu 3663Three Dimensional Numerical Simulation Study on Lining Pressure of High-Speed RailwayTunnelY.D. Ma, B. Li and B. Fan 3670Study the Design and Analysis of Al-Shuhadah Bridge and Analysis by Using PlaxisProgram of Finite ElementsH.Y. Aziz and J.L. Ma 3676Relation of Textural Stress and Rock Failure of Diversion TunnelR. Gao 3685A Prediction Study of Water-Gush Yield in Long TunnelsH.Z. Pan, J.Y. Cao and Y.C. Huang 3689Model Test and Numerical Simulation for Support Time of Tunnel in LoessC.L. Ye, Y.Q. Zhu and B.G. He 3696Analysis of Destructiveness on Mud Outburst in Yuanliangshan Tunnel, ChinaQ. Chen and B.L. Zhu 3701

Chapter 6: Seismic Engineering

Study on SMA Pseudo-Rubber Metal DamperQ.L. Meng, M.Z. Zhang and J.H. Feng 3709Nonlinear Performance Simulation of RC Structures with Small-Scaled Model inEarthquake Simulation TestQ.L. Meng and M.Z. Zhang 3717Experimental Study on Seismic Performance of New Type of RC Core WallsX.M. Huang and J. Zhang 3730Analyses in Seismic Responses of Different Types of Eccentrically Braced Steel FramesY. Hu, J.S. Lei and W.X. Luo 3737Effect of Mineral Oil on Sewage Disposal by Biofilm Process Dosing with EnzymeG.M. Guo 3743Effect of Temperature on Enhanced Treatment of Sewage from Discharging Points ofRivers by Biofilm Process Dosing with EnzymeG.M. Guo 3747Effect of the Ratio of CODCr to Total Nitrogen on Enhanced Treatment of Sewage fromDischarging Points of Rivers by Enzyme-Biofilm ProcessG.M. Guo 3751Seismic Behavior and Bearing Capacity Calculation of the Three-Layer-Closed-RestrainingStirrups Coupling Beam with Small Span-to-DepthX.W. Liang, J.L. Che and M.K. Deng 3755Effect of Phenol on Treatment of Sewage from Channel Discharge with BiologicalAccelerator-Biofilm ProcessG.M. Guo 3761Dynamic Reliability-Based Seismic Optimal Design of Base-Isolated StructuresT.L. Huang and W.X. Ren 3765Dynamic Reliability-Based Seismic Optimal Design of Structures with Tuned Mass DamperT.L. Huang and W.X. Ren 3770An Improved Contact Model for Pounding Simulation of Base-isolated Highway BridgeX. Huang, H.P. Zhu and Z.X. Hu 3775

Advanced Materials Research Vols. 243-249 cc

Microstructure of High Strength Concrete Mercury Intrusion Porosimetry andThermogravimetry AnalysisI.K. Mohammad 3781The Study of the Correlation between Ground Motion Input and Artificial BoundaryConditionY. Wu 3787An Equivalent Far-Field Dynamic-Artificial-Boundary Condition and its Accuracy StudiesY. Wu 3795Numerical Analysis for Oil Pipeline Subjected to Earthquake Liquefaction-Induced LateralSpreadingG.B. Shao 3804Displacement-Based Design for RC Bridge Columns Based on Chinese CodeD.C. Zhou, G.R. Chen and L.Y. Nie 3808Near-Fault Directivity Spectrum for Nuclear Structure Design on Rock SiteL.J. Xu and S.C. Yang 38203D Numerical Analysis of Seismic Performances of Dyke on Liquefiable SoilsM.W. Wang and G.Y. Chen 3824Connecting Parameter Study on Adjacent Structures Linked by DampersH.S. Sun and L.N. Cheng 3832Dynamic Reliability of Super Large Cooling Tower Structure under a Stationary SeismicLoadY. Zhang, G.L. Bai and Y.Z. Xu 3839Seismic Response Analysis of High-Speed Railway Bridge Fabricated Round-Ended PiersL.K. Chen, L.Z. Jiang, Z.P. Zeng and B.F. Luo 3844Analysis of Permanent Deformation Scale of the Overlying Soil Caused by EarthquakeFaultL. Zhao, J.H. Wang and J.S. Zhao 3848Ground Motion Synthesis Based on Power Spectrum EnvelopeJ. Teng and T. Zhang 3854Analysis of Linear Viscous Damper Parameters and Shock Absorption for Long-SpanCable-Stayed BridgeH.Y. Jia, S.X. Zheng, M.Q. Xia and L. Yang 3858Experimental Investigation of Unbonded Post-Tensioned Short-Limb Shear WallW.W. Sun and J. Yuan 3863The Tension Fracture Simulation on the Asphalt Pavement with the InsufficientCompaction RoadbedL.G. Wang, M.S. Feng and H.Z. Zhang 3868Experimental Study on the Dynamic Destruction of Rock Slope with the White DSCMMethodL.G. Wang, H.Z. Zhang and M.S. Feng 3873Predict Research for Loss of Life Due to Dam Breach for Guangxi Luocheng KamaReservoirR.Y. Ma, X. Chen, L.L. Yang and X.Q. Zhang 3877Influence of Earthquake Directions on Wind Turbine Tower under Seismic ActionL. Wang and X.T. Dong 3883Research on the Seismic Response Characteristic of a Curved Ramp BridgeT.L. Wang, Q.N. Li and H.J. Yin 3889Free-Field Surface Ground Motion Properties of Stratified SoilsZ.Z. Wang and L.Y. Jiang 3893Double Twisted Hexagonal Wire Mesh Retaining Wall Seismic Numerical AnalysisY. Li and Z.H. Qin 3899Three Directions Seismic Responses of Multi-Element Composite FoundationX.J. Feng, S.W. Cao, Y. Huang, B.J. Wu and B. He 3907Ground Surface Tilts Estimated Based on Acceleration from Wenchuan EarthquakeX.B. Peng and X.J. Li 3913Study on Long-Period Inelastic Spectra of Strong Ground Motion Containing VelocityPulseC.F. Li, X.J. Li, Y.X. Yu and Y.B. Li 3919

dd Advances in Civil Engineering and Architecture

Earthquake Responses for Non-Proportion Damping System Based on Clough-PenzienThree-Step Non-Stationary Seismic Random ModelD.M. Huang 3927Analysis of Dynamic Setting about Changbaishan Tianchi Volcano Future EruptionC.F. Li and Q.Y. Zhao 3934The Stochastic Seismic Response Analysis on Nonlinear Pile-Soil-Structure InteractionSystem with Uncertain ParametersA.H. Zhou, Y. Yuan and J.H. Chen 3940Dynamic Responses of a Sedimentary Valley to Incident WavesW.I. Liao, Y.C. Sung and J.S. Hwang 3945Seismic Response of a Hill in Wenxian, Gansu, Observed from Aftershocks of 2008Wenchuan EarthquakeY.X. Lu, K. Liu, Y.C. Shi and Q. Li 3952Effects of Characteristics of Earthquake Motion on Elastic-Plastic Seismic Response ofSingle-Degree-of-FreedomY. Li, X. Zhu and Q.S. Yang 3958Real-Time Hybrid Simulation of a Steel MRF with Large Scale Passive Magneto-Rheological Fluid Dampers under Selected Ground MotionsC. Chen and M.R. James 3962An New Approach for Estimating Critical Injection Pressure and Fault Stability duringFluid Injection into Rock ReservoirJ.P. Zhou, D.G. Xiong, X.F. Xian, Y.D. Jiang, Z.F. Liu and D.S. Gu 3966Lateral-Torsional Coupled Seismic Response of Asymmetric Multi-Tower Base IsolatedStructures with Large FloorsY. Dang, K.C. Huo and F.F. Qin 3975Study on Shear-Velocity Measurement by Seismic while DrillingL.J. Jia, M.Z. Guo, F. Zhao, C.C. Zheng, Z.Y. Meng and Q. Jiang 3980Fractal Characteristic Analysis of Seismic Responses of SDOF Systems Subjected to Near-Fault Ground MotionsD.X. Yang and C.G. Zhang 3984Seismic Vulnerability Analysis of Mid-Story Isolation and Reduction Structures BasedStochastic VibrationP.J. Chang and J. Zhu 3988The Design of Performance-Based Seismic Analysis of Main Power Plant of theConventional IslandG.X. Wang, J. Zhao, Z. Liu and Y. Zheng 3992Seismic Mechanism Analysis of Chinese Ancient BuildingsX.T. Nan 3997Analysis on Seismic Behavior of Irregular High-Rise RC Structure Using EccentricallyBracesS.Q. Guo 4001Effects of Tower-Line Coupling on Seismic Vibration Control of Large CrossingTransmission Tower-Line System with TMDG. Wu, C.H. Zhai and S. Li 4005Peak Acceleration Uncertainty Analysis of Seismic Hazard AssessmentL.Z. Jia and Z.D. Duan 4009Convex Model for a New Lateral Load Pattern of Pushover AnalysisL.Z. Jia and Z.D. Duan 4013A Bound Fragility Analysis Methodology Based on Convex ModelL.Z. Jia and Z.D. Duan 4017Parameters Optimization of Sliding Base-Isolation Structure under the Action of CouplingEarthquakeY.N. Zhang, Y.Q. Wang and Y.J. Shi 4021The Application of Seismic Conceptual Design in the Shear Wall Structure SystemX.Y. Huang, F. Zhao and C.H. Chen 4028Effects of Strain Rate on Reinforced Concrete BeamM. Li and H.N. Li 4033

Advanced Materials Research Vols. 243-249 ee

Surface Displacement of a Semi-Cylindrical Hill above a Subsurface Elastic CylindricalInclusion under SH-W