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基于灰色关联法的涉水边坡稳定性影响因素敏感性分析

聂兵其 汤明高 邵山 马新建 李云杰 杨何

长江科学院院报2019,Vol.36Issue(1):123-126,4.
长江科学院院报2019,Vol.36Issue(1):123-126,4.DOI:10.11988/ckyyb.20170712

基于灰色关联法的涉水边坡稳定性影响因素敏感性分析

Sensibility Analysis of Influencing Factors of Reservoir Slope Stability Based on Grey Correlation

聂兵其 1汤明高 1邵山 1马新建 1李云杰 1杨何1

作者信息

  • 1. 成都理工大学 地质灾害防治与地质环境保护国家重点实验室,成都 610059
  • 折叠

摘要

Abstract

Orthogonal experiment and grey correlation analysis method are coupled to make sensitivity analysis on six main influence factor for a homogeneous slope in reservoir area using GeoStudio-based limit equilibrium analysis method. The sensitivity of slope stability factors ranks in the order of internal friction angle, cohesive force, permea-bility coefficient, rate of reservoir water level drawdown, slope angle, and degree of declining in reservoir water level. The combination of orthogonal design and grey correlation method could, to a large extent, eliminate the er-rors generated by tests by taking the interactions among factors into consideration, and could also overcome the shortcomings of traditional mathematical statistics analysis. The results offer reference for the support of reservoir slope and prevention works.

关键词

涉水边坡/敏感性分析/灰色关联法/正交设计/极限平衡分析

Key words

reservoir slope/sensitivity analysis/grey correlation analysis method/orthogonal design/limit equilib-rium analysis

分类

天文与地球科学

引用本文复制引用

聂兵其,汤明高,邵山,马新建,李云杰,杨何..基于灰色关联法的涉水边坡稳定性影响因素敏感性分析[J].长江科学院院报,2019,36(1):123-126,4.

基金项目

全国重点地区洪水风险图编制项目(江苏省)(20158028006) (江苏省)

长江科学院院报

OA北大核心CSCDCSTPCD

1001-5485

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