Evaluation on Effect of Building Settlement due to Adjacent Deep Excavation

Jun Sheng Chen; Hai Hong Mo; Shuo Zhuo Liu

doi:10.4028/www.scientific.net/AMM.170-173.637

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Evaluation on Effect of Building Settlement due to...

Evaluation on Effect of Building Settlement due to Adjacent Deep Excavation

Abstract:

A compound method which includes overall site stability analysis, stratum stability analysis on deep excavation boundary and 3D FEM is proposed to evaluate the effect of building settlement due to adjacent deep excavation. A typical deep excavation project was used to evaluate the feasibility of the compound method. The analysis results indicate the ground stability analysis is useful to understand the stratum situation of deep excavation and adjacent area. In 3D FEM, undulate stratum can simulate the supporting system of more accurately. The compound method brings a new analysis method for foundation pit project in complex environment and complex geological conditions.

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Periodical:

Applied Mechanics and Materials (Volumes 170-173)

Pages:

637-646

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.170-173.637

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Online since:

May 2012

Authors:

Jun Sheng Chen, Hai Hong Mo, Shuo Zhuo Liu

Keywords:

3D FEM, Building Settlement, Deep Foundation Pit, Stratum Stability Analysis

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References

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