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《Journal of Qingdao Technological University》 2011-05
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An Analysis of Numerical Simulation of Middle Pillar Pile in Excavation of Cut and Cover Reverse Method

ZHAO Jie1,YU De-hu 1,ZHANG Tong-bo2 (1.School of Civil Engineering,Qingdao Technological University,Qingdao 266033,China; 2.Qingjian Group Co.,Ltd.,Qingdao 266071,China)  
With the Shuyuan Road Air Defense Project in Qingdao as an examp1e,the change rule of the axial force of the middle pillar pile in the excavation of cut and cover reverse method was studied in this paper when the middle pillar pile and soil took the upper loads together.By means of the finite element software ANSYS,the three-dimensional modeling in the typical range was established,which could not only accurately simulate the process of the pit excavation,but also effectively analyze the distribution of pressure between the middle pillar pile and soil.Furthermore,the abundant information of stress and strain field of soil and piles was obtained,which provided reference for the design and construction of the cut and cover reverse method.
【CateGory Index】: TU473.12
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1 WANG Jian-hua, XU Zhong-hua, CHEN Jin-jian, WANG Wei-dong (Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai 200030, China; East China Architectural Design & Research Institute Co. Ltd., Shanghai 200002, China);Deformation Properties of Diaphragm Wall Due to Deep Excavation in Shanghai Soft Soil[A];[C];2005
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