Analysis of Soil’s Horizontal Displacement behind Retaining Wall Caused by Foundation Pit Excavation

Tao Jiao; Wei Chen; Jian Ping Zhou

doi:10.4028/www.scientific.net/AMM.170-173.8

Paper Titles

Preface and Conference Organization

A New Dynamic Prediction Method and its Application in Prediction of the Colluvial Landslides Induced by Rainfall
p.3

Analysis of Soil’s Horizontal Displacement behind Retaining Wall Caused by Foundation Pit Excavation
p.8

Analysis on Deep Excavation in Soft Soil Located on Sloped Bedrock
p.13

Back Analysis for Mass Parameters of Tunnel Surrounding Rock
p.20

Determination of the Shear Strength of Unsaturated Loess Based on the Fractal Model Theory of Unsaturated Soils
p.25

Analysis and Controlling of the Surrounding Rock Stability Mechanism in Underground Engineering
p.29

Analysis of an O-Cell Pile Test in Jinan with FEM
p.33

Calculation of Elastic Induced Stress of Surrounding Rocks
p.37

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Analysis of Soil’s Horizontal Displacement behind...

Analysis of Soil’s Horizontal Displacement behind Retaining Wall Caused by Foundation Pit Excavation

Abstract:

Currently the study of soil’s horizontal displacement caused by foundation pit excavation is still deficient. Based on existing research material, this paper builds the displacement models of soil’s horizontal displacement. Through adopting three-dimensional finite difference method, working process and related influencing factors are simplified into displacement boundary condition which is applied to numerical model to analyze soil’s horizontal displacement. The conclusion can be used to estimate displacement of soil behind retaining wall, such as soil’s horizontal displacement and range of influence.

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Periodical:

Applied Mechanics and Materials (Volumes 170-173)

Pages:

8-12

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.170-173.8

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Online since:

May 2012

Authors:

Tao Jiao, Wei Chen, Jian Ping Zhou

Keywords:

Excavation, Horizontal Displacement, Numerical Analysis, Retaining Wall

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