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首页> 外文期刊>International journal of geomechanics >Optimization Model for Determining Safety Factor and Thrust Line in Landslide Assessments
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Optimization Model for Determining Safety Factor and Thrust Line in Landslide Assessments

机译:滑坡评估中确定安全系数和推力线的优化模型

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摘要

When the limit-equilibrium method is employed in the stability assessment of complicated landslides, some eccentric results are often encountered with the use of rigorous methods. These eccentric results may be attributable to irrationally assumed interslice forces. Furthermore, engineers should verify the rationality of the thrust-line position in a landslide after the safety factor of the landslide is solved with the use of such rigorous methods. In this paper, a new global analysis method is proposed based on the Morgenstern-Price assumption for interslice forces. The global equilibrium equations, normal stresses on the sliding surface, and position of the thrust line were employed as constraint conditions to construct an optimization model. The relationships between the constraint conditions and the safety factors and thrust line were investigated through the analysis of some typical landslides with some interesting results.
机译:当极限平衡法用于复杂滑坡的稳定性评估时,使用严格的方法常常会遇到一些偏心的结果。这些偏心结果可能归因于不合理假定的层间力。此外,在使用此类严格方法解决滑坡的安全系数之后,工程师应验证滑坡中推力线位置的合理性。本文基于层间力的Morgenstern-Price假设,提出了一种新的整体分析方法。以整体平衡方程,滑动表面的正应力和推力线的位置为约束条件,建立了优化模型。通过对一些典型滑坡的分析,研究了约束条件与安全系数和推力线之间的关系,得出了一些有趣的结果。

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