Initiation mechanism of landslides in cold regions: Role of freeze-thaw cycles

被引:1
作者
Li, Tianzheng [1 ,2 ]
Zhang, Limin [2 ]
Gong, Wenping [1 ]
Tang, Huiming [1 ]
Jiang, Ruochen [2 ]
机构
[1] China Univ Geosci, Fac Engn, Wuhan 430074, Hubei, Peoples R China
[2] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Clear Water Bay, Hong Kong, Peoples R China
基金
中国国家自然科学基金;
关键词
Landslide; Freeze-thaw cycle; Discrete element method; Initiation mechanism; Load-bearing structure; TIBETAN PLATEAU; DEGRADATION; ICE;
D O I
10.1016/j.ijrmms.2024.105906
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Freeze-thaw cycles are recognized as one of the key triggers for some major landslides in cold regions around the world. Though the effects of freeze-thaw cycles on the rock strength degradation have been studied extensively, little effort has been made to qualitatively evaluate how it contributes to the evolution from a stable rock slope to a large-scale mass movement. In this study, we use a discrete element-based numerical model to simulate the entire process of the initiation of landslide under the action of freeze-thaw cycles in a slope with randomly distributed initial cracks. The main goal of this work is to quantitatively describe the landslide evolution process regarding the slope displacement, crack propagation, stress chain and load-bearing structure. Our results show the essence of the displacement evolution of a landslide subjected to freeze-thaw cycles; namely frost heave pressure induces the generation of new cracks, leading to the failure and reconstruction of the load-bearing structure of the slope. Deep-seated landslides can occur when the slope is crossed by a fault; otherwise, the slope is prone to surface erosion or shallow landslides.
引用
收藏
页数:10
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