Assessment the stability of earth dams based on construction pace by fuzzy inference logic

Q4 Earth and Planetary Sciences Dams and Reservoirs Pub Date : 2024-01-24 DOI:10.1680/jdare.23.00105a
Mehdi Mohammadi, M. Ershadi, Hamideh Kamyab
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Abstract

This study aims to evaluate the earth dam stability fuzzy model based on the pace of construction via influential parameters, including the dam construction time (embankment consolidation time) in the stability analysis of earth dams. A fuzzy inference system based on the Sugeno inference engine was developed, and 620 IF-THEN rules in PLAXIS (Plane Strain and AXIal Symmetry). were used to train the fuzzy system. The input parameters included the dam height, crest width, dam slope, cohesion, friction angle, elasticity modulus, Poisson's ratio, unsaturated unit weight, consolidation (construction) time, and permeability coefficient, with the Factor of Safety (FoS) output. To develop the fuzzy inference system, a triangular membership function (MF) was employed, calculating the influential parameters over five periods in MATLAB (MATrix LABoratory) software. The fuzzy model results were compared to the results of numerical PLAXIS and FLAC (Fast Lagrangian Analysis of Continua) models. The coefficient of determination (R2) was found to be 0.9824 for the PLAXIS and fuzzy model analyses and 0.9753 for the FLAC and fuzzy model analyses. This suggests good agreement between the fuzzy and numerical models, and it can be assumed that the proposed fuzzy model is efficient and effective for the stability analysis, and hence assessment of factors of safety, of earth dams.
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用模糊推理逻辑根据施工进度评估土坝的稳定性
本研究旨在通过土坝稳定性分析中的筑坝时间(堤坝固结时间)等影响参数,评估基于施工进度的土坝稳定性模糊模型。研究开发了基于 Sugeno 推理引擎的模糊推理系统,并使用 PLAXIS(平面应变和轴对称)中的 620 条 IF-THEN 规则来训练模糊系统。输入参数包括坝高、坝顶宽度、坝坡、粘聚力、摩擦角、弹性模量、泊松比、非饱和单位重、固结(施工)时间和渗透系数,并输出安全系数(FoS)。为了开发模糊推理系统,采用了三角成员函数(MF),在 MATLAB(MATrix LABoratory)软件中计算了五个时期的影响参数。模糊模型的结果与 PLAXIS 和 FLAC(快速拉格朗日连续体分析)数值模型的结果进行了比较。结果发现,PLAXIS 和模糊模型分析的判定系数 (R2) 为 0.9824,FLAC 和模糊模型分析的判定系数 (R2) 为 0.9753。这表明模糊模型和数值模型之间存在良好的一致性,可以认为所提出的模糊模型对于土坝的稳定性分析以及安全系数评估是有效的。
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来源期刊
Dams and Reservoirs
Dams and Reservoirs Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
0.50
自引率
0.00%
发文量
30
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