首页|极端灾害天气下危岩体的滑移稳定性分析

极端灾害天气下危岩体的滑移稳定性分析

扫码查看
为了分析评价陡倾结构面相互组合切割形成的危岩体的滑移稳定性,本文以龙寺矿山CIV-1边坡危岩体为例,根据实测数据,建立了危岩体的简化地质模型、失稳概化理论模型以及在冻胀、地震、水力等因素影响下的力学分析模型,利用极限平衡理论和改进的水压分布假设推导出了危岩体的滑移稳定性系数无量纲表达式.重点分析了不同影响因素对危岩体滑移稳定性的影响,绘制了危岩体在饱水状态下的滑移稳定性随冻胀作用、地震作用、水力作用以及危岩体几何尺寸变化的关系图.结果分析表明:危岩体的滑移稳定性随冻胀系数的增加而减低;随层面倾角、后缘裂隙高度的增加而减少,且层面倾角、后缘裂隙高度越大,冻胀作用对稳定性的影响就越敏感;随竖向或水平地震作用系数的增加而减少,且水平系数的影响较竖向系数更为显著,但在不同水力状态下,竖向系数、水平系数对危岩稳定性的影响敏感度不同;随坡前直立面高度、角度的增加而减少,且其减小的速率随着高度、角度的增大而降低.
Slip Stability Analysis of Dangerous Rock Body Under Extreme Disasters Weather
In order to analyze and evaluate the slip stability of dangerous rock body formed by the combination and cutting of steep-inclined structural planes,taking the dangerous rock body of Longsi CIV-1 slope as an example,a simplified geological model,a generalized theoretical model of instability and a mechanical analysis model of dangerous rock body under the influence of frost heave,earthquake and hydraulic factors were established according to the measured data,the dimensionless calculation formula of coefficient of sliding stability of dangerous rock body is derived by using limit equilibrium theory and assumption of improved groundwater pressure distribution.using mathematical model focuses on the influence of various factors on the slip stability of the dangerous rock body,and diagrams get drawn which express the relationship between freezing effect,seismic effect,hydraulic effect,the geometry of the dangerous rock body and the coefficients of slip stability when the dangerous rock body is saturated.The calculation example analysis shows that:the slip stability of the dangerous rock body gradually decreases as frost heave coefficient increases;it decreases as bedding plane or height of posterior edge crack increases,and the larger bedding plane or height of posterior edge crack,the more sensitive the effect of frost heaving on stability will be;it decreases as vertical or horizontal seismic action coefficient increases,and the effect of horizontal coefficient is more significant than vertical coefficient,However,the sensitivity of the effect of horizontal coefficient and vertical coefficient on the stability of the dangerous rock body is different under various hydraulic states;In addition,it decreases as height and angle of vertical face in front of slope increases,and the rate of its decrease declines with the increase of height or angle of vertical face in front of slope.

steep-inclined structural planesdangerous rock bodyslip stabilitylimit equilibrium methodextreme disasters weather

师华鹏、王宏益、梁宇林

展开 >

广西交通设计集团有限公司,广西南宁 530029

陡倾结构面 危岩体 滑移稳定性 极限平衡法 极端灾害天气

广西壮族自治区科学基金中国博士后科学基金

2020GXNSFDA2380242019M663874XB

2024

中国矿山工程
中国有色工程设计研究总院

中国矿山工程

影响因子:0.335
ISSN:1672-609X
年,卷(期):2024.53(2)