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《Industrial Construction》 2001-03
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Chen Yekai\ Xu Riqing\ Yang Xiaojun\ Gong Xiaonan(Geotechnical Engineering Institute,Zhejiang University\ Hangzhou\ 310027)  
For an excavation work,earth pressure acting on exterior protected structures depends on their flexural deformation.This paper uses an exponential function to describe the relationship between earth pressure and the flexural deformation of a structure,which is applied to a rational solution for beam on a nonlinear elastic foundation.
【Fund】: 国家自然科学基金资助项目 !(编号 :5 99780 45 )
【CateGory Index】: TU476.4
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1 ZHANG Wang-cheng 1, 2 , JIANG Ming-jing 1, 2 , LIU Fang 1, 2 , ZHOU Ya-ping 1, 2 , XIAO Yu 1, 2 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China 2. Key Laboratory of Geotechnical and Underground Engineering with the Ministry of Education, Tongji University, Shanghai 200092, China;DEM analysis of earth pressure against inclined retaining wall with different movement modes[A];[C];2011
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