Journal of Shanghai Jiao Tong University ›› 2012, Vol. 46 ›› Issue (10): 1594-1598.doi: 10.16183/j.cnki.jsjtu.2012.10.011

Special Issue: 王建华教授学报发文专辑

Previous Articles     Next Articles

Risk Evaluation Method of Deep Excavation Considering Multi-parameter Correlation

LIU Yi-jie(), CHEN Jin-jian, WANG Jian-hua(), ZHU Yan-fei   

  1. Department of Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, China
  • Received:2012-01-10 Online:2012-10-01 Published:2012-10-30


A new risk evaluation method of deep excavation was presented by considering the correlation of multiple parameters. The load transfer and deformation of retaining structure and surrounding soil were analyzed to discuss the correlation mechanism of different parameters during deep excavation. The quantitative relationship among these parameters was determined by the statistical analysis. A multi-parameter risk evaluation method and software were then proposed based on the correlation analysis of multiple parameters. The presented method was applied in a case of metro station in Shanghai. The results show that some risk during construction which can not be warned by the traditional methods is found in the new method.

Key words: deep excavation, multi-parameter, risk evaluation, correlation, statistical analysis

CLC Number: