基于光学的元启发式方法评估圆形和非圆形破坏模式下的边坡稳定性分析

Jayraj Singh , Amit Kumar Verma , Haider Banka , Ravishankar kumar , Amit Jaiswal
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引用次数: 0

摘要

在许多建设项目中,主动进行边坡稳定性评价是一个先决条件。虽然许多确定性或非确定性方法已被广泛使用,但元启发式方法在边坡稳定性分析问题中具有高精度和显著的结果。目前的工作重点是使用一种新的简化的元启发式方法,即光学启发优化(OIO),在均匀和非均匀斜坡中可靠地评估与最小安全系数值相关的临界破坏面。该算法利用六种不同的LEM方法作为适应度函数来推导安全系数。通过三个基准研究的实验分析,证明了该算法的鲁棒性和有效性。与以前的研究相比,该实施发现了更可靠的结果。同时,算法的统计含义采用方差分析检验,推断出更好的结果。根据这一解释,该方法适用于边坡稳定性分析。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Optics-based metaheuristic approach to assess critical failure surfaces in both circular and non-circular failure modes for slope stability analysis

In many construction projects, a proactive slope stability evaluation is a prerequisite. Although many deterministic or non-deterministic approaches have been commonly used, metaheuristic approaches have resulted in high precision and significant outcomes for slope stability analysis problems. The current work focuses on the reliable assessment of critical failure surfaces associated with the least factor of safety value in both homogeneous and non-homogeneous slopes using a new simplified meta-heuristic approach called optics-inspired optimization (OIO). The algorithm utilizes six different LEM methods as a fitness function for deriving the factor of safety. Experimental analysis over three benchmark studies has been performed to demonstrate the algorithm's robustness and effectiveness. The implementation found more robust results as compared to previous studies. Meanwhile, the algorithm's statistical implication is conducted using the ANOVA test, which inferred better outcomes. With this interpretation, the approach claims to be suitable and efficient for slope stability analysis.

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