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

Jiao, Tao / Chen, Wei / Zhou, Jian-Ping

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

Jiao, Tao / Chen, Wei / Zhou, Jian-Ping

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.

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

Jiao, Tao / Chen, Wei / Zhou, Jian-Ping

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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Order at Subito €

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Title:

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

Contributors:

Jiao, Tao (author) / Chen, Wei (author) / Zhou, Jian-Ping (author)

Published in:

CEABM, International Conference on Civil Engineering, Architecture and Building Materials, 2 ; 8-12

Applied Mechanics and Materials ; 170-173

Publication date:

2012

Size:

5 Seiten

ISSN:

DOI:

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

Type of media:

Conference paper

Type of material:

Print

Language:

English

Keywords:

Stützmauer , numerische Analysis , numerische Modellierung , Randbedingung

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