Distribution of Non-Linear Seismic Active Earth Pressure of Cohesion Backfill on Retaining Wall
发布时间：2018-06-21
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所属单位：School of Civil Engineering, Central South University
教研室：Railway Engineering Department
发表刊物：Journal of Harbin Institute of Technology (New Ser
刊物所在地：Heilongjiang province Haerbin city
摘要：On the basic Assumption of the sliding plane Hypothesis of Mononobe-Okabe theory, the analytical solution of seismic active soil pressure on retaining walls was deduced for the case of uniform distribution and linear distribution of lateral earthquake load along the height of wall by using the thin layer element method, considering the circumstances that the backfill was soil with cohesion and friction angle, the back of retaining walls was inclined. The results of real example have shown that the suggested formulas in this paper can analyze the seismic earth pressures problem well
合写作者：Li Guan-qi, CUI Gao-hang, Chen Xue-liang, Wang Fu-tong, Tao Xia-xin
第一作者：Chen Xian-mai
论文类型：应用研究
文献类型：J
卷号：16
期号：n SUPPL. 1
页面范围：77-83
是否译文：否
发表时间：2009-12-01