Title of article
The Analysis of Spatial Effect of Deep Foundation Pit in Soft Soil Areas
Author/Authors
Feng، نويسنده , , Shilun and Wu، نويسنده , , Yonghong and Li، نويسنده , , Jun and Li، نويسنده , , Pulin and Zhang، نويسنده , , Zhiyu and Wang، نويسنده , , Dian، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2012
Pages
5
From page
309
To page
313
Abstract
The spatial effect is very important to the deep foundation pit excavation, but a lot of things were still unknown about it. The spatial effect of a deep foundation pit in soft soil areas was researched through an engineering project monitoring and finite element simulation. The monitoring data shows that the maximum lateral deformation of the retaining wall on the longer sides of the pit was larger than the deformation on shorter sides of the pit. And the appropriate Youngʹs modulus of the soil is recommended for simulation of the deep foundation pit excavation in soft soil areas using Abaqus finite element software.
Keywords
Finite element , spatial effect , foundation pit , Youngיs modulus , Horizontal displacement
Journal title
Procedia Earth and Planetary Science
Serial Year
2012
Journal title
Procedia Earth and Planetary Science
Record number
2320126
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