PROCEEDINGS OF THE 8TH EUROPEAN CONFERENCE ON NUMERICAL METHODS IN GEOTECHNICAL ENGINEERING, DELFT, THE NETHERLANDS, 18-20 JUNE 2014

Numerical Methods in Geotechnical Engineering

Editors

Michael A. Hicks Section of Geo-Engineering, Department of Geoscience and Engineering, Faculty of Civil Engineering and Geosciences, Delft University ofTechnology, Delft, The Netherlands

Ronald B.J. Brinkgreve Section ofGeo-Engineering, Department ofGeoscience and Engineering, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Delft, The Netherlands

Alexander Rohe De/tares, Delft, The Nether/ands

VOLUMEI

0 ~!~,~~:~~. Boca Raton London New York Leiden

CRC Press is an imprint of the Taylor &: Francis Group, an lnforma business

A BALKEMA BOOK

Numerical Methods in Geotechnical Engineering - Hicks, Brinkgreve & Rohe (Eds) ©2014 Taylor & Francis Group, London, 978-1-138-00146-6

Table of contents

Preface Committees

Volume 1

Constitutive mode/ling

A better tool for general modeling of strain softening soils in slopes and excavations G. Aristorenas, C. Englert & J. Gomez

Modeling unloading/reloading in peat using a kinematic bubble model D. Boumezerane

lmplicit implementation ofthe Prevost model B. Cerfontaine & R. Charlier

A constitutive model of normally consolidated clay at small strains C. Chen & Z.M Zhou

Attributes of rotational hardening rules in clay plasticity Y.F. Da/alias & M. Taiebat

On the modelling of grain crushing in hypoplasticity H.K. Engin, H.P. Jostad & A. Rohe

The numerical implementation of elastic visco-plastic model for soft clays W.Q. Feng, Y.L. Li, J.H. Yin & Z. Y. Yin

A smart increment technique and its application to a bounding surface model J. Ghorbani, A. Noorzad & H. Shahnazari

Use of IWAN models for modelling anisotropic and cyclic behavior of clays G. Grimstad, J.A. R1mningen & H.A. Nest

Modelling peat with an anisotropic time-dependent model for clay E.J. den Haan

Stress measures for interparticle sliding and particle rolling R.R. de Jager & F. Molenkamp

Numerical treatment of singularities in critical state modelling of soil behaviour J.MP. Marado & J.M.M. C. Marques

Clay hypoplasticity model with explicit asymptotic state boundary surface formulation and very small strain stiffness anisotropy D. MaJin

Accuracy versus simplicity of anisotropic clay models A.G. Papadimitriou, G.I. Agapoulaki & Y.F. Da/alias

Anisotropie sand model and fabric evolution until the critical state A.G. Papadimitriou, Y.F. Da/alias & XS. Li

A response envelope based approach to hypoplastic constitutive models T Pucker

V

XVII XIX

3

9

15

21

27

33

39

45

49

55

61

67

73

79

85

91

A new fonnulation to model the degradation in structured soils 97 V. Robin, 0. Cllisinier, F Masrouri & A.A. Javadi

A new constitutive model for shotcrete 103 B. Schädlich & H.F Schweiger

Constitutive modeling for sand with emphasis on the evolution ofbounding and phase transfonnation lines 109 P. Tasiopoulou & N. Gerolymos

A preliminary study of rheological models for run-out distance modelling of sensitive clay debris 115 V. Thakur, D. Nigussie & S.A. Degago

Application ofthe intergranular strain overlay to elastoplastic models 121 A.B. Tsegaye & T. Benz

lncorporating TESRA behaviour in an advanced constitutive model 127 A.J. Tuxworth & S.D. Clarke

Introduction of a thermodynamically hyperelastic model for peat 133 L. Zhang&B.C. O'Kelly

Uniqueness of time-dependencies for Shanghai soft clay 139 Q.-Y. Zhu, Z.Y. Yin, Z.-X Wu & P.-Y. Hicher

Parameterdetermination infield and laboratory tests

Estimation of input parameters for CWFS model using RSM D.S. Cheon, Y.B. Jung, B.H. Choi, S.K. Cho & Y.H. Han

Significance of sample quality in settlement analysis of field cases S.A. Degago & G. Grimstad

A numerical classification of soils H. l~1k &A.F 9abalar

Determination method of input parameters for elasto-plastic FE analysis of peat ground H. Hayashi, S. Nishimoto & T. Yamanashi

Calibration ofthe mechanical parameters for the numerical simulations of dynamic centrifuge experiments G. Lanzano, F Santucci de Magistris & E. Bilotta

Numerical solution to predict visco-plastic model parameters of soft clay during excess pore water pressure dissipation T.M Le, B. Fatahi & H. Khabbaz

Micro-piles under dynamic horizontal excitation: Field tests and numerical modeling T. Meier

Influence of the calcite content of sands on the CPT-resistance T. Meier & J. Wehr

Numerical simulation of shear tests on rockjoints models with predefined roughness J.E. Menezes

Comparison of laboratory direct shear test results with the numerical analysis J.M Royo & S. Melentijevic

Effects ofusing different constitutive soil models for the cavity expansion problem E. $engün, MM. Berilgen & M.M. incecik

Effect ofprevious stress history and vegetation on the coefficient of earth pressure at-rest, KQ, in London clay A. Tsiampousi, l Vitsios, L. Zdravkovic & D.M. Potts

VI

147

153

159

163

169

175

181

187

193

199

205

209

Parameter identification for an advanced material model for intact rock D. Unteregger, G. Hofsteller, M. Ha/tmeier & A. Ostermann

A study on the compression curves of reconstituted clays with water contents Z. Zhuang, S. Horpibuisuk & M.D. Liu

Finite element related numerical methods

Stability verification against the basal heave failure mechanism at excavations in soft soils with FEM and classical methods G. Abea Nunez, Z. Borghei & E. Perau

Finite element modelling of geotechnical structures subjected to moving loads V. Gaiavi & R.B.J. Brinkgreve

The mixed-type approach to finite-element analysis of geometrically linear beams resting on linear and non-linear Winkler soil models V. Jagodnik, G. Jeienii: & Z. Arbanas

Survey of geotechnical numerical analysis use and training needs in industry A.S. Lees, F. Schmidt & B.M. Bacas

On the application of the material point method for offshore foundations L.J. Lim, A. Andreykiv & R.B.J. Brinkgreve

Use of generalized material point method (GIMP) to simulate shallow wedge penetration MA. Liano-Serna & M.M. Farias

Parallel processing of excavation in soils with randomly generated material properties L. Margetts, I.M. Smith, L.M. Lever & D. V. Griffiths

Modelling of pile installation using the material point method (MPM) N. T.V. Phuong, A.F. van Toi, A.S.K. Eikadi & A. Rohe

Modelling of a pile row in a 2D plane strain FE-analysis J.J.M. Siuis, F. Besse/ing & P.H.H. Stuurwoid

Extended zero-thickness interface element for accurate soil-pile interaction modelling H. Stutz, F. Wuttke & T. Benz

A comparison of the mesh dependence of the nonlocal and local strain softening methods in a biaxial compression analysis F.C. Summersgi/J, S. Kontoe & D.M. Potts

Numerical simulation of strain softening behavior at pile-soil interface S.A. Tan, J. Sun & K.S. Ng

Soil springs for a nuclear power plant building foundation E.O. Tastan, C. Cinkilic & A.K. Boscha

Simulation of liquefaction in layered loose and dense sand J.A.M. Teunissen & G.A.M. Kruse

lnvestigation of aspects of an implicit dynamic material point method implementation B. Wang, P.J. Vardon & M.A. Hicks

Modelling progressive failure with MPM A. Yerro, E. A/onso & N. Pinyol

Other numerical methods

Numerical simulation of snow avalanches: Modelling dilatative processes with cohesion in

215

221

229

235

241

247

253

259

265

271

277

283

289

295

301

307

313

319

rapid granular shear flows 327 P. Barteil, 0. Buser, Y. Bühler, L. Dreier & M. Christen

Application ofthe hybrid ACP/ANFIS method for the prediction of surface settlement induced by an earth pressure tunnel boring machine with consideration of the encountered geology 333 D. Bouayad & F. Emeriau/t

VII

Debris flow simulation considering distributed multiple source materials 339 H.X Chen & L.M. Zhang

Particle failure in DEM models of crushable soil response 345 M.O. Ciantia, M. Arroyo, A. Gens & F. Calvetti

Fluid effects in sand production simulations coupling DEM with CFD 351 N. Climent, M. Arroyo, A. Gens & C. O'Sullivan

A numerical investigation on debris avalanche propagation 357 S. Cuomo, L. Cascini, M. Pastor & G. C. Castorino

Representation of capillary forces in polydisperse granular assemblies in the pendular regime 363 A. Faramarzi, Q Harireche & A.M. Alani

A non-conventional BEM for seismic wave propagation in continuously inhomogeneous half-plane 367 1.-K. Fontara, F. Wuttke, T. Rangelov & P. Dineva

Macroelement modeling ofpiles in cohesive soil subjected to combined lateral and axial Ioading 373 N. Gerolymos, 0. Papakyrialwpoulos & R.B.J. Brinkgreve

A simplified calculation method for maximum lateral deformation of diaphragm walls induced by deep excavation in clays 379 XF. Jin & S. T. Liang

Ultimate limit state design ofretaining walls with numerical methods 385 G. Katsigiannis, P. Ferreira & R. Fuentes

Back calculation ofCPT tests in silt by the Press-Replace technique 391 P. Paniagua, S. Nordal & H.K. Engin

lncorporating scale effects in shallow footings in a hypoplastic macroelement model 397 D. Salciarini, B. Bienen & C. Tamagnini

DEM modeling and identification of representative element volume of soil skeleton 403 M.R. Salehi Sadaghiani, H. Jenisch, K. Faulstich, P. Winkler & K.J. Witt

Effect of friction on the force distribution in sheared granular materials 409 A. Singh, V. Magnanimo & S. Luding

Recent advances in the application of discontinuity layout optimization to geotechnical limit analysis problems 415 C.C. Smith, M. Gilbert, S.J. Hawksbee & A. Babiker

Study on borehole stability in fractured rock mass in deep ground using distinct element method 421 A. Taheri, S. Akkari, R. Frimpong, J. Ji & S. Piotrowski

Contact law in granular assemblies: From statics to dynamics 427 L. Zhang, S. Lambert, F. Nicot & F. Bourrier

3D DEM simulation ofa centrifuge model pile test 433 Z. Zhang & Y.H. Wang

Probabilistic methods and neural networks

Effects of layered stochastic soil profile on the coherency functions of spatially variable seismic ground motions: Case study of the El-Asnam region (NW Algeria) K. AfifChaouch, B. Tiliouine & M. Hammoutene

Reliability analysis of slope stability evaluations using finite elements including a stochastic pore pressure M. G. BaNerjjord

Reliability-based design of cantilever retaining walls embedded in granular soils K.E. Daryani & H. Mohamad

Stochastic modelling of differential settlements ofheterogeneous unsaturated foundations T.M.H. Le & G.R. Eiksund

VIII

441

447

453

459

Comparative study of embankment reliability in three dimensions Y. Li & M.A. Hicks

Application of neural network to rock slope stabil ity assessments A.J. Li, S. Y. Khoo, Y. Wang & A. V. Lyamin

Application of artificial neural network in monitoring seepage flow through Dadin Kowa dam, Gombe State Nigeria E.B. Ojo & D.S. Matawa/

Advanced constitutive model calibration using genetic algorithms: Some aspects C. Pereiro, J.R. Maranha & A. Brito

Artificial intelligence for modeling load-settlement response of axially loaded bored piles M.A. Shahin

Stochastic inverse modeling applied to earth dams for detecting preferential seepage paths F. Ytizquez, G. Auvinet & P.A. J'ermeer

A slide prediction model for layered alluvial soils during wet mining operations N.B. Yenigu/, M. Alvarez Grima, M.J.C. van Eeten & C. de Keizer

Effects of spatial variability on unsaturated groundwater flow H. Zhu & L.M. Zhang

Ground improvement and reinforcement

467

473

479

485

491

497

503

509

Numerical simulation on the design optimization of compaction grouting 517 A. Anthoga/idis, U Ars/an & 0. Reu/

Numerical modeling of stone columns with installation effects 523 J. Castro, M. Karstunen & N. Sivasithamparam

Nurnerical investigation on the effectiveness of drainage elements used in soil nailing applications 529 M. Lamei

Soil improvement using micropiles 535 M. Mo/Jaa/i, M. A/ita/esh, M. Yazdani & M.B. Shafie

A new approach to the estimation of settlement and ultimate bearing capacity of stone columns supported shallow foundation 541 K.S. Ng, S.A. Tan & J. Sun

Finite element analyses ofpreloading cases in soft inhomogeneous soils 547 Y. Papadopou/os & K. Papadopou/ou

Nurnerical modelling on vibroflotation soil improvement techniques using the endochronic constitutive law for sands 553 J. Peco & S. Lopez-Quero/

Slope stability of soft soils using pile foundations considering the creep effects 559 M. Rahmatian, A . Noorzad & A.R. Mahboubi Ardakani

Predicting the behavior of sand columns in soft clays using hypoplastic finite element modeling 565 A. Riman, S. Sadek & S. Najjar

Numerical modeling of controlled modulus column installation in soft soils using a linear elastic perfectly plastic soil model 571 A.J. Rivero, C.G. O/gun, T.L. Brandon & F. Masse

Dams, embankments and slopes

Numerical methods for simulation of downward progressive landslides F. Bonadies, S. Norda/, A.S. Gy/land, G. Grimstad, H.P. Jostad, S. Cuomo & L. Cascini

Numerical analysis of the construction of Odelouca dam using a subloading surface soil model A. Brito, J.R. Maronha, L. Caldeira & C. Pereiro

IX

579

585

Effects offoundation flexibility and water compressibility on dam responses P. Chatterjee & G.-J. Schreppers

Back-analys.is of an embankment constructed in soft soil using the Cysoil model C. Detournay, A. Lucarelli & Varun

Self-protection of a quasi-homogeneous embankment dam revealed by advanced analyses and monitoring R Federico, R. Jappe/li, A. Montanaro & M Scienza

Anisotropie total and effective stress stability analysis ofthe Pemiö failure test M D 'lgnazio, J. Mansikkamäki & T. Länsivaara

Deformation mechanism and dynamic response of Huangtupo Iandslides in Three Gorges Reservoir in case of frequent microseisms J. Jiang, J. Pan, W. Zhang, W. Xiang & J. Rohn

Finite element evaluation of the stress field in a slope stability analysis M Tabbara & A. EI Howayek

3D finite element analysis of a RCC dam R Tschuchnigg, H.R Schweiger & S. Pausz

Study on rheological characteristic of 300 m high rockfill dam with core wall H. Xu, Z.-L. Cheng, B. Huang, J.-J. Pan & W. Zhang

Shallow and deep foundations

Modeling and safety assessment of a piled raft comprising defective piles T.T. Abde/-Fattah, A.A. Hemada & MT. Abde/-Fattah

Predicting the settlement of shallow foundations on sand using a shear hardening Mohr-Coulomb constitutive model J.P. Doherty & D. Muir Wood

Validation of3D finite element solution for laterally loaded passive piles A. Ekici & N Huvaj

The effect of surcharge load on the lateral resistance of a row of piles in clay K. Georgiadis

Numerical simulation of pile installation processes in dry and saturated granular soils J. Grabe, T. Pucker & T. Hamann

Numerical study on settlement ofpiled foundations on homogenous rock H. T. Eid & A.A. Shehada

Predicting the settlement of footings on sand using a bounding surface plasticity model T. Hughes, D.M G. Taborda, L. Zdravkovic & D.M Potts

Limit lateral resistance of vertical piles in plane strain D. Loukidis & V. Vavourakis

Behaviour ofpiled rafts with piles of different lengths and distributions under vertical loading MH. Mansour, A. Y. Akl & H.K. Moustafa

Finite element-based parametric analysis ofmat foundations S. W. Tabsh & MM. El-Emam

Undrained bearing capacity of circular footings on Tresca soil using adaptive finite element analysis L. Tapper, C.M Martin & B. W. Byrne

Finite element analysis of soil-structure interaction in disconnected piled raft foundations R Tradigo, R Pisano, C. di Prisco, A. Mussi & R. Persio

Author index

X

591

597

603

609

615

621

627

633

639

645

651

657

663

669

675

681

687

693

699

705

711

Volume II

Excavations and retaining walls

Deep cylindrical excavations in soft soils retained by reinforced concrete diaphragm walls: Analysis considering the consolidation effect 71 7 J.L. Borges & A.N. Alves

Coupled analysis of a strutted excavation in soft soil: Study of the effect of constructing a jet-grout base slab 723 J.L. Borges &A.S. Monteiro

Evaluating the intluence of deep excavations on neighboring buildings by numerical analysis 729 C. Capraru & D. Adam

Numerical analysis of deep excavations and prediction of their intluence on neighboring buildings 735 C. Capraru, D. Adam, J. Hoffmann & M. Pelz/

FE analyses ofhorizontal deformations due to excavation processes in Gothenburg clay 741 S. Dawd, R. Trygg & M. Karstunen

The intluence of operational stiffness of structural components on the performance of deep excavations 747 Y.P. Dong, H.J. Burd & G.T. Houlsby

Back analysis of pile-soil interaction during diaphragm wall installation 753 l.S. Haryono & M. K01ff

30 numerical analysis and performance of deep excavations in Kenny Hili formation 759 K.H. Law, H. Roslan & /. Zubaidah

A study in an attempt to use embedded pile structure elements to simulate soil nail structures in PLAXIS 20 2012 and 30 2012 765 s.c. Lo

Numerical simulation ofa deep excavation in London Clay 771 P.G. Measham, D.M.G. Taborda, L. Zdravkovii: & D.M. Potts

Analysis of displacement pattems during an excavation using different constitutive models 777 K. Nitzsche & /. Herle

A study of failure mechanism for deep excavations in soft clay using the finite element method 783 C. Y. Ou & T.N. Do

The case ofCityringen Metro Line in Copenhagen: Oamage risk assessment for buildings adjacent to deep excavation 789 M. Da Pare, A. Damiani & S. Notarianni

Ground movement induced by a deep excavation in the historic center of Brescia 795 A. Sanzeni & F. Colleselli

Assessing the effects of constructing the Colosseo/Fori lmperiali station on the Basilica di Massenzio in Rome, Italy 801 F.C. &hroeder, A.S. Merritt, C.O. Menkiti, M. Caianiello, D.M. Potts & R. Sorge

Lateral pressures on soil nail walls supporting high plasticity clays 807 N. Yelti, A. Elmore, M. Diaz, A. T. Papagiannakis & S. Bin-Shafique

Tunnels

30 PLAXIS modeling oftunneling-induced ground arching L.T. Chen

Numerical modeling oftunneling effects on adjacent structures A.M. Elleboudy, W.A . Dawood & N.M. Sa/eh

Numerical prediction oftunnelling-induced settlements in coarse-grained soils V. Fargnoli, D. Boldini & A. Amorosi

XI

815

821

827

Nwnerical modeling ofan instrumented shallow gallery excavated in Toulouse's molasses by a conventional method MN Houhou & F. Emeriau/t

2D and 3D numerical analysis for the design ofa TBM dismantling cavern tobe excavated under sensitive buildings for Paris metro line extension J.P. Janin, A. Martin & 0. Gastebled

Finite-element modeling ofthe behavior ofunderground caverns excavated in rock satt K. Khaledi, T. Schanz & M Datcheva

Comparisons of different modelling of an excavation realized in fractured and weaLhered rocks T. Le Cor, V. Merrien-Soukatcho.lf, D. Rangeard, C. Rescourio & J. Simon

Three dimensional FE analyses ofNATM tunnels in weak rock K. Papadopoulou

Pile foundation and tunnel interaction in mechanized shield tunneling M. Sepehnnanesh, V. Nasri, N. Allahverdi & M. Partovi

Longitudinal cracks in pressure tunnels: Numerical modelling and structural behaviour of passive pre-stressed concrete linings T.D. Y.F. Simanjuntak, M Marence, A.E. Mynett & A.J. Schleiss

Three-dimensional face stability and deformation analysis oftunneling with TBMs A. Sobhanmanesh, R.B. Nazir & N. Gofar

Tunnelling in the vicinity ofhighly sensitive structures V. Szanto, D. Borbely, T. Megyeri & B. Beno

The influence of the soil constitutive model on the numerical assessment of mechanized tunneling K.N. Vaki/i, A.A. Lavasan, T. Schanz & M. Datcheva

Infrastructure

Modelling long-term response of coastal structures for the safeguard of the Venetian Lagoon MF. Garr::ia Martinez & L. Tonni

Comparison between field measurements and numerical analysis for road embankment settlements G. Grget, K. Ravnjak & V. Szavits-Nossan

. Probabilistic evaluation of dynamic response of caisson quay walls in soil improved by fiber: A nwnerical study Y. Jafarian, M. Miraei, A. Lashgari & P. Shakeri

Tue combined analytical and numerical calculations to evaluate fatigue failure forthin and lightweight pavements L. Korkiala-Tanttu & J. Pihlajamäki

Nwnerical studies of upgrading sheet pile quay walls using submerged grouted anchors: A parametric study A. Mollahasani, A. Benedetti, A. Lamberti, L. Sciacca & C. Melegari

Nwnerical modeling of a pile-supported T-wall structure for hurricane protection A.B. Reeb, G.M Filz & J. C. Volk

Three-dimensional nonlinear continuum seismic soil-structure interaction analysis of skewed bridge abutments A. Shamsabadi & K.M. Rollins

Dynamic behaviour of plate element simulating asphalt revetment of sea dike during wave attack S. Tan, M.A. Hicks & P.A. Vermeer

Finite element analysis to predict movements of a bridge pier due to adjacent excavation S. Wu & S. Mitehe//

XII

833

839

845

851

857

863

871

877

883

889

897

903

909

915

921

927

933

939

945

Groundwater jlow, thermal and coupled analysis

Nwnerical analysis of thermo-mechanical behavior of energy pile foundations 953 S. Bayandor,A. Noorzad, A.R. MahboubiArdakani & M. DelfanAzari

On Therrno-Hydro-Mechanically (THM) coupled finite element modeling of ground freezing and thawing 959 Y. W. Bekele & H. Kyokawa

Ground thermal modelling and analysis of energy pile foundations 965 C.P. Cervera, G. Sinnathamby, H. Gustavsson & L. Korkia/a-Tanttu

Evolution of clay fabric and water retention properties along hydromechanical stress paths 971 A.C. Dieudonne, R. Charlier. S. Levasseur, G. Della Vecchia & C. Jommi

Numerical simulation of Jaboratory freezing tests of frost-susceptible soils 977 A.A. Korshunov, S. Churkin & A. Nevzorov

A simplified model to simulate ionic transport by electrokinetics in soil 983 J.T. Lima, M.C. Barbosa & FC.B. Mascarenhas

Coupled two-component flow in deforrnable fractured porous media with application to modelling geological carbon storage 989 D.L. Lincoln, H. Askes, C.C. Smith, J.C. Cripps & T. Bennett

Modelling groundwater flow in Tikkurila area, Vantaa 995 E. Lottanen, L. Korkiala-Tanttu & /. Malaie

Parameter identification for a therrno-hydro-mechanical model of the buffer material: Stochastic based back analysis 1001 L. Nguyen-Tuan, T. Schanz, M. Datcheva & E. Stoimenova

Pore network modeling of unsaturated soils: Fundamentals, recent advancements and future perspectives 1007 E. Nilwoee, G. Habibagahi, H. Khaksar, S.M. Hassanizadeh & A. Raoof

Strain-dependent soil-water characteristic curve parameters 1013 A. Y. Pasha, N. Kha/i/i & A. Khoshgha/b

Verifications against geo-hydraulic failure with FEM 1019 E. Perau &A. Slotta

Stability ofunsaturated soil slope subject to rain infiltration using coupled and uncoupled finite element approaches 1025 R.J.Q. Quispe & C. Romane/

Double porosity behaviour and application in geotechnical problems 1031 S. Salimzadeh & N. Khalili

Consolidation analyses considering gas entrapment below the phreatic surface 1037 0. Stelzer. H. Montenegro & B. Odenwald

Numerical analysis ofheat transfer in therrno-active diaphragm walls 1043 D. Sterpi, A. Ange/otti, D. Corti & M. Ramus

Modeling the soil-pile interaction of geothermal piles 1049 M.E. Suryatriyastuti, H. Mroueh & S. Burlon

lnfluence ofhydraulic hysteresis on spherical cavity expansion results 1055 H. Yang & A.R. Russe//

Nwnerical modelling of electro-osmosis consolidation of unsaturated clay at large strain 1061 J. Yuan & M.A. Hicks

A t.benno-elasto-plastic model for normally consolidated and overconsolidated soils 1067 A.N. Zhou & Y.P. Yao

Cellular automata for modeling transport phenomena in porous media 1073 E.H. Zubeldia, L.C.S.M. Ozelim &A.L.B. Cavalcante

XIII

Dynamic app/ications

Experimental and nurnerical modeling of machine foundations on a saturated soil S.F.A. Al-Wake/, M. Y. Fattah, H.H. Karim & A.H. C. Chan

Influence of dynamic soil-structure interaction on bui1ding response to ground vibration L. V. Andersen

Effect of material properties on seismic response of non-yie1ding retaining walls A.M. Bigdeli & M.M. El-Emam

Seismic foundation design for Girard Road undercrossing, Presidio Parkway Project, San Francisco, Califomia W.-Y. Chen, A. Bro, A. Fernandez & A. Herlache

On the finite element formulation of dynamic two-phase problems A. Cividini

The importance of including dynamic soil-structure interaction into wind turbine simulation codes M. Damgaard, L. V. Andersen & L.B. Jbsen

Dynamic analysis ofpi1es subjected to axial and lateral loading with emphasis on soil and interface nonlinearities N. Gerolymos, K. Kassas, E. Bouzoni & R.B.J. Brinkgreve

Analytical and nurnerical investigations on the vertical seismic site response B. Han, L. Zdravkovic & S. Kontoe

Numerica1 modeling ofnatural gas buried pipelines under seismic shaking G. Lanzano, F. Santucci de Magistris, G. Fabbrocino & E. Salzano

Nurnerical seismic response analysis of Keddara dam under differential motions S. Louadj, R. Bahar, E. Vincens & N. Laouami

Numerical simulation of liquefaction-induced deformation of embankments on non-homogeneous foundation M. Maharjan & A. Takahashi

A nurnerical simulation on the dynamic response of MSE wall with LWA backfill H. Munjy, F.M. Tehrani, M. Xiao & M. Zoghi

Phenomenological simulation ofthe seismic response ofground stabilized with colloidal silica A.G. Papadimitriou, G.I. Agapoulaki & K.I. Andrianopoulos

Seismic amplification factors for mountain slopes D. Park, J.-K. Ahn & J.-H. Lee

Soi1-structure interaction: The case study of a masonry tower M.R. Pecce, S. Sica, F. Ceroni & B. Principe

Model quality investigations of induced moving loads of high-speed trains M. Shahraki, M.R. Salehi Sadaghiani, K.J. Witt & T. Meier

Nurnerical methods for innovative seismic design and analysis oftunnel structures located in highly active seismic zones A. Shamsabadi, T. Marcher, M. Kapuskar & E. Saurer

Validation of seismic soil-foundation-structure interaction analysis procedures for instrumented bridges A. Shamsabadi & M. Partovi

Effective stress analysis to assess the performance of ground improvement under seismic loading S. Terzaghi &A. O'Sullivan

Dynamic analyses of propped retaining structures G. Tropeano & F.M. Soccodato

XN

1081

1087

1093

1099

1105

1111

1117

1123

1129

1135

1141

1147

1153

1159

1163

1169

1175

1181

1189

1193

lnfluence of a wave barrier (EPS) on the dynamic behavior of the surrounding soil L. Xu & L. Kellezi

3D numerical modeling of underground explosion in saturated sand F. Ye, C.H. Yeo, S.H. Goh, S. Anand & T.B. Soh

Seismic soil-caisson foundation-structure interaction: Characterizing the response in perfonnance-based design terms A. 7Afeiralws & N. Gerolymos

Ojfshore applications and cyclic loading models

ll99

1205

1211

A numerical model for the simulation of pile capacity degradation under cyclic axial loading 1219 K. Abdel-Rahman, M. Achmus & Y.-S. Kuo

Prediction of accumulated deformations of cyclic laterally loaded piles in sand 1225 M. Achmus & J. Albiker

Anatomy of cyclic constitutive models for soils 1231 F. Cai & G.R. Eilr.sund

Ultimate pullout resistance ofplate anchors buried in sandy seabed 1237 F. Cafiizal, J. Caiiizal, J. Castro, A. da Costa & C. Sagaseta

Axisymmetric transient modelling of a suction caisson in dense sand 1243 B. Cerfontaine, S. Levasseur, F. Collin & R. Charlier

Modelling ofuplift and lateral resistance of offshore pipelines in rock berms 1249 G.R. Eilr.sund

A 3D coupled Eulerian-Lagrangian analysis ofthe dynamic interaction ofjack-up legs with the seabed 1255 A.S.K. Elkadi, H. van lottum & H.J. Luger

Simulation of cyclic soil behavior using PM4Sand, a kinematic hardening plasticity model 1261 S. Kamalzare & C.G. Olgun

Diameter effect on the lateral response of monopiles in sand supporting offshore wind turbines 1267 R. T. Klinkvort & A.M Page

Numerical buckling analysis of shape enhanced bucket foundations 1273 S. Madsen, L. V. Andersen & L.B. lbsen

Modelling suction caisson installation in sand using FLAC3D 1279 M. Mehravar, 0. Harireche &A.M. Alani

OffShore mudmats: Sensitivity of deflections to selected soil model 1283 Z.H. Ozkul

Extension ofthe UBC sand model to 3-D formulation for implicit time-integration 1289 T. Rahman & G.-J. Schreppers

A bounding surface extension ofSANICLAY plasticity model for nonlinear site response analysis 1295 M. Taiebat & G. Seidalinov

Simulation ofpore pressure accumulation under cyclic loading using finite volume method 1301 T. Tang & 0. Hededal

3D numerical analyses oftripod skirted foundations for offshore structures 1307 D. Terzis, T. Stergiou & K. Georgiadis

Adaptable non-coaxial cyclic stress-dilatancy relation 1313 A.B. Tsegaye, S. Nordal & T. Benz

A soil model considering principal stress rotations 1319 Y. Yang, Z. Wang & H.-S. Yu

Author index 1325

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