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庙沟水库复合土工膜受力变形敏感性分析

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探究不同因素对庙沟水库土工膜受力变形的影响程度,对深入了解土工膜在实际工程环境中的性能,提高水库工程的安全性和可靠性至关重要。基于赫章县庙沟水库除险加固工程,采用数值模拟方法设计正交实验探究了黏土保护层不同参数对复合土工膜受力变形的影响程度,并采用极差分析法对正交试验结果进行分析。结果表明,复合土工膜竖向变形最大值受体积压缩模量系数变化的影响最为显著,弹性模量系数的变化对单宽拉应力和拉应变最大值的影响最为显著。
Sensitivity Analysis of Force Deformation of Composite Geomembrane in Miaogou Reservoir
Exploring the degree of influence of different factors on the force deformation of geomembrane in Miaogou reservoir is crucial for a deeper understanding of the performance of geomembrane in the actual engineering environment and for improving the safety and reliability of the reservoir project.In this paper,based on the Miaogou reservoir de-risking and strengthening project in Hezhang county,orthogonal experiments were designed using numerical simulation to investigate the influence of different parameters of the clay protective layer on the composite geomembrane's force deformation and the results of the orthogonal experiments were analyzed using the extreme difference analysis method.The results show that the maximum vertical deformation of the composite geomembrane is most significantly affected by the change in the bulk compression modulus coefficient,and the change in the modulus of elasticity coefficient has the most significant effect on the maximum values of the single-width tensile stress and tensile strain.

Miaogou reservoircomposite geomembraneforce deformationsensitivity analysis

陈俊松

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毕节市逢源工程监理有限公司,贵州 毕节 553200

庙沟水库 复合土工膜 受力变形 敏感性分析

2024

陕西水利
陕西省城乡供水管理办公室

陕西水利

影响因子:0.185
ISSN:1673-9000
年,卷(期):2024.(9)