Influence of rainfall infiltration on the stability of unsaturated coal gangue accumulated slope  

作　　者：Kaleem Ullah Jan KHAN WANG Chang-ming Muhammad Wasim Jan KHAN LIANG Zhu LI Shuo LI Bai-long 

机构地区：[1]College of Construction Engineering,Jilin University,Changchun 130021,China [2]Department of Management Sciences,University College of Zhob(Sub-Campus BUITEMS),Balochistan 85200,Pakistan

出　　处：《Journal of Mountain Science》2021年第6期1696-1709,共14页山地科学学报（英文）

基　　金：This research was supported by National Natural Science Foundation of China(Grant Nos.41972267,41572257,41977221)。

摘　　要：The slope instability is associated with increasing rate of rainfall infiltration which cause shear strength reduction and suction loss and the slope tend to failure. The influences of rainfall infiltration on the stability of clayey and sandy slopes have been analyzed but the effect of rainfall infiltration on the stability of unsaturated coal gangue accumulated slope was needed to study. Therefore, a coal gangue accumulated slope prone to failure in Fuxin area of Northeast China was considered to evaluate its failure mechanism under different rainfall events. The effects after five different rainfall events on slope stability were physically analyzed, numerically investigated and the results from both uncoupled(hydraulic) and coupled(hydromechanical) responses were compared using finite element analysis. It was observed that the decisive soaking and leaching under different rainfall conditions caused maximum deformation at the crest of slope due to maximum value of permeability coefficient of coal gangue. The critical duration of moderate intensity(147 mm/day) of rainfall for the instability of coal gangue accumulated slope is declared as five days. The results from finite element analysis in this paper further clarifies that increase in duration of rainfall infiltration process cause hysteretic change in positive pore-water pressure causing decrease in factor of safety and increase in deformation. It is concluded that the stability of unsaturated coal gangue accumulated slope is greatly influence by the coupled effect of stress and porewater pressure in comparison of uncoupled(hydraulic) analysis as the obtained factor of safety values after five days of rainfall infiltration were 0.9 and 1.1 respectively.

关 键 词：Hydro mechanical coupling Factor of safety Ground water table Rainfall infiltration Matric suction Coal gangue 

分 类 号：P642.22[天文地球—工程地质学]