首页|矿山水害因子对自然边坡稳定影响的敏感性分析

矿山水害因子对自然边坡稳定影响的敏感性分析

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为深入探讨水害因子对自然边坡稳定性影响的敏感程度,基于大兴铅锌矿工程背景,首先,运用Pearson相关性分析评估渗透系数K、孔隙率n、内摩擦角φ和内聚力C对边坡稳定性的敏感程度,并使用Python计算出对应的相关系数;然后,通过各因子5 种水平取值设计25 组正交试验,利用FLAC3D模拟计算不同因子组合下的边坡安全系数,再采用极差和方差分析进一步分析各因子对边坡稳定性影响的敏感程度;最后,对比两种不同的试验方法,从而相互验证水害因子对边坡稳定性的影响.试验结果显示,Pearson相关性分析与正交试验设计下的极差和方差分析结果相吻合,得出整体敏感程度排序为:内摩擦角φ>内聚力C>渗透系数K=孔隙率n.
Sensitivity Analysis of the Impact of Mining Water Hazard Factors on Natural Slope Stability
To further explore the sensitivity of water damage factors to slope stability,this paper orthogonal experi-ments and numerical simulations based on the actual background of the Daxing Lead Zinc Mine.Firstly,Pearson corre-lation analysis is used to evaluate the sensitivity of permeability coefficient K,porosity n,internal friction angle φ,and cohesion C to slope stability,and the corresponding correlation coefficients are calculated using Python;then,25 sets of orthogonal experiments were designed with 5 different levels of values for each factor.FLAC3D was used to simulate and calculate the slope safety factor under different factor combinations.Range and variance analysis were then used to further analyze the sensitivity of each factor to slope stability;compare two different experimental methods to verify the accuracy of water damage factors on slope stability.The experimental results show that Pearson correlation analysis is consistent with the range and variance analysis results under orthogonal experimental design,and the overall sensitivity ranking is internal friction angle φ>cohesion C>permeability coefficient K=porosity n.

mine water hazard factorsslope stabilityorthogonal experimental designPearson correlationsen-sitivity analysis

袁利伟、普思伟、王国龙、李素敏、魏学松、李斌、李延林

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昆明理工大学 公共安全与应急管理学院,云南 昆明 650093

昆明理工大学 国土资源工程学院,云南 昆明 650093

昆明理工大学 设计研究院有限公司,云南 昆明 650093

永善金沙矿业有限责任公司,云南 昭通 657309

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矿山水害因子 边坡稳定性 正交试验设计 Pearson相关性 敏感性分析

国家自然科学基金项目

52364020

2024

昆明理工大学学报(自然科学版)
昆明理工大学

昆明理工大学学报(自然科学版)

CSTPCD北大核心
影响因子:0.516
ISSN:1007-855X
年,卷(期):2024.49(3)
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