Journal of Shanghai Jiaotong University >
The Evaluation of Deformation Induced by Excavation Considering the Properties of Diaphragm-Soil Interface
Received date: 2006-01-05
Online published: 2021-04-25
A three-dimensional finite element method by considering the properties of the diaphragm wall-soil interface was applied to analyze the excavation of a deep foundation pit in Shanghai soft ground. The simulation results were compared with the monitoring data as well as the simulation results without diaphragm wall-soil contact. The influence of diaphragm-soil interface on the deformation analysis of excavation was discussed. The results of simulation considering the properties of the diaphragm-soil interface show closer agreement with the measure ment data. Moreover, the model without diaphragm wall-soil contact generally gets smaller wall deformation and induced ground movement.
FAN Wei, WANG Jian-hua, CHEN Jin-jian . The Evaluation of Deformation Induced by Excavation Considering the Properties of Diaphragm-Soil Interface[J]. Journal of Shanghai Jiaotong University, 2006 , 40(12) : 2118 -2121 . DOI: 10.16183/j.cnki.jsjtu.2006.12.022
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