Three-Dimensional Finite Element Analysis about Characteristic of Differential Settlement of Foundation Supported by Different Type Piles

Huang Bin; Yang Min; Xiong Juhua

Volume 18 Issue 2

Jul. 2021

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Article Navigation > GEOTECHNICAL ENGINEERING TECHNIQUE > 2004 > 18(2): 78-82

Composite Foundation Technique and It's Application[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2001, 15(2): 73-79.

Citation:

Huang Bin, Yang Min, Xiong Juhua. Three-Dimensional Finite Element Analysis about Characteristic of Differential Settlement of Foundation Supported by Different Type Piles[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(2): 78-82.

Composite Foundation Technique and It's Application[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2001, 15(2): 73-79.

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Three-Dimensional Finite Element Analysis about Characteristic of Differential Settlement of Foundation Supported by Different Type Piles

Department of Geotechnical Engineering, Tongji University, Shanghai 200092 China

Received Date: 2004-01-08
Available Online: 2021-07-08

Abstract

Abstract

Recently more and more attentions are given to the variable rigidity design method for controlling differential settlement, The three dimensional(3-D)finite element method is used to discuss the relation between settlement and rigidity of foundation supported by different type piles.A design method is presented to control differential settlement by changing types of piles and layout of piles.A case study shows that this method can be used to reduce the differential settlement and prevent second stress.
- different type pile,
- variable rigidity,
- differential settlement,
- three dimensional finite element method（3-D FEM）