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原文传递 NUMERICAL SLOPE STABILITY ANALYSIS OF SELECTED NATURAL AND MANMADE SLOPES

题名：	NUMERICAL SLOPE STABILITY ANALYSIS OF SELECTED NATURAL AND MANMADE SLOPES
正文语种：	英文
作者：	SUKUMAR SAHA
作者单位：	Ex-Senior Principal Scientist, CSIR-CRRI, New Delhi
关键词：	mohr-coulomb；computed；stress；criterion；different；distributed；boundary；stability；parameter；slope
摘要：	In this paper stresses and displacements have been computed for few homogeneous slopes with no foundation layer. The stresses and displacements have been computed for all these cases with different soil parameters. The computed stresses are different in all cases. As boundary condition changes the displacements and stresses are differing. F.S.(Factor of Safety) has been obtained from the stresses obtained by using nonlinear soil model satisfies Mohr-Coulomb failure criterion with non- associated flow rule. Stresses computed in this case are within the Mohr-Coulomb failure criterion. It has been obtained by keeping the stresses outside the failure surface for a finite time and distributed the load to satisfy F (Failure function)
出版年：	暂无
期刊名称：	Indian Highways
卷：	47
期：	2
页码：	32-38