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地震及地震降雨耦合作用下边坡的稳定性分析

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以某工程边坡为背景,运用GEOSTUDIO软件进行建模,对地震条件下及地震和降雨耦合条件下的边坡稳定性进行分析,得出以下结论:在地震工况下边坡高程对坡面位移、速度、加速度峰值有着放大效应,最小平均安全系数法和永久位移法在评价边坡稳定性时均存在一定的经验性,将两者结合起来进行分析更能提高判断的准确性.在地震烈度为8度和降雨耦合工况下边坡处于破坏失稳状态,分析得出以下结论:总降雨量相同,短历时强降雨初始安全系数最小,在经历地震作用后最小平均安全系数也最小,相对的下降幅度却最低,长历时弱降雨的安全系数下降幅度会更大.
Stability analysis of slope under earthquake and seismic-rainfall coupling actions
Taking a certain engineering slope as the background,GEOSTUDIO software is used to model,and the stability of the slope under seismic conditions and under the coupled conditions of earthquake and rainfall is analysed.It is obtained that the slope elevation has an amplifying effect on slope displacement,velocity and acceleration peaks under earthquake conditions.Both the minimum average safety factor method and the permanent displacement method have certain empirical properties in evaluating slope stability.Combining the two methods to analyse can improve the accuracy of judgment.Under the coupling conditions of earthquake intensity 8 and rainfall,the slope is in a state of failure and instability.The analysis shows that under the condition of the same total rainfall and earthquake intensity,the initial safety factor of short-duration heavy rainfall is the smallest,and the minimum average safety factor is also the smallest after experiencing the earthquake action,and the relative decline amplitude is the lowest,but the safety factor decline rate of long-duration weak rainfall is greater.

slopeGEOSTUDIOseismic conditionsseismic-rainfall couplingstability analysis

叶志程、杨溢

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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 650032

边坡 GEOSTUDIO 地震工况 地震降雨耦合 稳定性分析

云南省重点研发计划项目

202003AC100002

2024

武汉大学学报(工学版)
武汉大学

武汉大学学报(工学版)

CSTPCD北大核心
影响因子:0.621
ISSN:1671-8844
年,卷(期):2024.57(2)
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