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Deformation Properties of Diaphragm Wall Due to Deep Excavation in Shanghai Soft Soil

WANG Jian-hua~1 , XU Zhong-hua~1 , CHEN Jin-jian~1 , WANG Wei-dong~2 (1. Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai 200030, China; 2. East China Architectural Design & Research Institute Co.Ltd., Shanghai 200002, China)  
Diaphragm wall is widely used as soil retaining structure in deep excavation in Shanghai. Based on 50 case histories of deep excavation supported by diaphragm wall in Shanghai soft deposit, the deformation properties of diaphragm wall are studied. The study includes the relationship between the excavated depth as well as the relative stiffness of the supporting system and the maximum lateral displacement of the diaphragm wall, the location of the maximum lateral displacement, and the influence of the thickness of the soft soil behind the wall on the deformation properties. Some conclusions drawn from this analysis can provide useful reference for the design of deep excavation in soft soil.
【Fund】: 上海科学技术委员会资助课题(04dz12001)。
【CateGory Index】: TU476.3
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