The use of the simple genetic algorithm in finding the critical factor of safety in slope stability analysis

Paul McCombie; Philip Wilkinson

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The use of the simple genetic algorithm in finding the critical factor of safety in slope stability analysis

机译：简单遗传算法在边坡稳定分析中寻找安全关键因素的应用

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A simple genetic algorithm (SGA) is applied to the search for the minimum factor of safety in slope stability analysis. The method is shown to be superior to simple optimisation routines, which can find false minima, and to 'brute force' approaches, which require the analysis of a very large number of possibilities. An approach to implementing SGA is defined and refined, indicating principles which may be used in applying the method to other engineering problems.

机译：一种简单的遗传算法（SGA）被用于寻找边坡稳定性分析中的最小安全系数。事实证明，该方法优于简单的优化例程（可以找到错误的最小值）和“蛮力”方法，后者需要分析大量可能性。定义和完善了实现SGA的方法，指出了将方法应用于其他工程问题时可以使用的原理。

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《Computers and Geotechnics》 |2002年第8期|p.699-714|共16页
作者
Paul McCombie; Philip Wilkinson;
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作者单位

Department of Architecture and Civil Engineering, University of Bath, Bath BA2 7AY , UK;

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正文语种 eng
中图分类地质学;
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2. SLOPE STABILITY ANALYSIS BY VARIATIONAL METHOD WITH GENETIC ALGORITHM APPLICATION PART 2: GENETIC ALGORITHM WITH ADVANCED TECHNIQUES. SIMPLE MODELING OF UNCERTAINTIES [J] . P. E. SROKOSZ Archives of Civil Engineering . 2007,第2期

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3. Search for circular and noncircular critical slip surfaces in slope stability analysis by hybrid genetic algorithm [J] . 朱剑锋, 陈昌富中南大学学报（英文版） . 2014,第001期

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4. Using real-coded genetic algorithm for finding critical factor of safety in slope stability analysis [C] . Yuanpai Zhou, Shouju Li, Yingxi Liu, International Symposium on Mining Science and Technology; 20041020-22; Xuzhou(CN) . 2004

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5. Comparison of the Safety Factors for Slope Stability Using the Limit Equilibrium Method and the Shear Strength Reduction Technique [D] . Ferreira de Souza, Miessa. 2018

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6. Determination of Slope Safety Factor with Analytical Solution and Searching Critical Slip Surface with Genetic-Traversal Random Method [O] . Wen-jie Niu -1

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7. Critical failure Surface Location using Simple Genetic Algorithm and Multiple Wedge Slope Stability [O] . McCombie Paul 2009

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8. Probabilistic Slope Stability Analysis Using the Random Finite Element Method (RFEM)-Report of Findings [R] . de Wolfe, GF 2009

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The use of the simple genetic algorithm in finding the critical factor of safety in slope stability analysis

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