top-down method
DESCRIPTION
the method for excaviationTRANSCRIPT
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SLOPE STABILIZATIONSLOPE STABILIZATION
Modified Top-Down MethodModified Top Down MethodSelf Stabilized Structure
P t d bPresented by:
Massoud Moghaddaspourg pM.Sc Structural/Geotechnical Engineering
2013 (1392)
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TOP DOWN CONSTRUCTIONTOP-DOWN CONSTRUCTION
1- Soldier Piles ) (2- Sheet Piles ) (3- Diaphragm Walls ) (4- Self Stabilized Structure ) (
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SELIP REIDLOSSELIP REIDLOS
51
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SELIP TEEHSSELIP TEEHS
01
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SLLAW MGARHPAIDSLLAW MGARHPAID
02
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SELF STABILIZED STRUCTURESELF STABILIZED STRUCTURE
6
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Step 0: Initial Condition
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Step 1: Drilling Wells Under Columns
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Step 2: Reinforcing and First Stage Concreting of Piles
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Step 3: Installing Main Columns and Second Stage Concreting of Piles
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Step 4: Filling Wells with Gravel
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Step 5: First Stage of Excavating
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Step 6: First Stage of Composite Wall
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Step 7: Second Stage of Excavating and Composite Wall
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Step 8: Third Stage of Excavating and Composite Wall
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Step 9: Installing Main Beams of Ground Floor
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Step 10: Continuing Excavation and Composite Wall
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Step 11: Continuing Excavation and Composite Wall
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Step 12: Continuing Excavation and Composite Wall
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Step 13: Installing First Basement Main Beams
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Step 14: Continuing Procedure to Bottom of Foundation Level
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Step 15: Constructing Foundation
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Water Proofing Detail
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Foundation Connection Detail
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PLAXIS OUTPUT (DEFLECTION)PLAXIS OUTPUT (DEFLECTION)
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PLAXIS OUTPUT (DEFLECTION)PLAXIS OUTPUT (DEFLECTION)
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FACTOR OF SAFETYFACTOR OF SAFETY
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SAP2000 MODELSAP2000 MODEL
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(5 )
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COLUMN INSIDE THE WELLCOLUMN INSIDE THE WELL
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INSTALLING ALL OF COLUMNSINSTALLING ALL OF COLUMNS
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COMPOSITE WALLS AND EXCAVATIONCOMPOSITE WALLS AND EXCAVATION
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CONTINUINGCONTINUING
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COMPLETE CONSTRUCTIONCOMPLETE CONSTRUCTION
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MATERIAL TAKEOFFMATERIAL TAKEOFF