contributor author | Dov Leshchinsky | |
contributor author | Ching‐Chuan Huang | |
date accessioned | 2017-05-08T20:36:17Z | |
date available | 2017-05-08T20:36:17Z | |
date copyright | November 1992 | |
date issued | 1992 | |
identifier other | %28asce%290733-9410%281992%29118%3A11%281748%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20940 | |
description abstract | A 3‐D slope‐stability‐analysis method, explicitly satisfying all limiting‐equilibrium equations, is presented. To make the problem statically determinate, the variational approach, rather than intuition in 3‐D, is used. In this approach, the normal stress over the user's specified slip surface, which satisfies global limiting equilibrium and produces the minimum factor of safety for the critical surface, is sought and obtained mathematically. A simple numerical scheme to attain the safety factor is detailed and all the algorithms needed to assemble a computer program are given. Upon discretization of the surface by | |
publisher | American Society of Civil Engineers | |
title | Generalized Three‐Dimensional Slope‐Stability Analysis | |
type | Journal Paper | |
journal volume | 118 | |
journal issue | 11 | |
journal title | Journal of Geotechnical Engineering | |
identifier doi | 10.1061/(ASCE)0733-9410(1992)118:11(1748) | |
tree | Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 011 | |
contenttype | Fulltext | |