Experimental study on formation mechanism of the trailing edge failure surface of retrogressive landslide

被引:0
作者
Yang T. [1 ,2 ]
Sun L. [1 ,2 ]
Cheng Q. [1 ]
Zhong W. [3 ]
机构
[1] School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, Sichuan
[2] MOE Key Laboratory of Transportation Tunnel Engineering, Southwest Jiaotong University, Chengdu, 610031, Sichuan
[3] Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, 610041, Sichuan
来源
Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering | 2018年 / 37卷
基金
国家重点研发计划; 中国国家自然科学基金;
关键词
Formation mechanism; Model test; Progressive failure; Retrogressive landslide; Slope engineering; The trailing edge tension crack surface;
D O I
10.13722/j.cnki.jrme.2017.0688
中图分类号
TV211.1+2 [地下水资源];
学科分类号
摘要
Retrogressive slide of natural slopes is often caused by the down-cutting of valley and excavation in the toe of slope and further forms multi-stage trailing edge tension crack surfaces in the rear of slope body. And the formation mechanism of the trailing edge failure surfaces plays a pivotal role in the stability analysis of the retrogressive landslide. So, model tests and theoretical analysis are carried out to research on the formation mechanism in this paper. A test device is developed to simulate both the softening effect of the groundwater on the sliding zone and progressive failure characteristics of the landslide. The sectional sliding surface, which is a part of this device and composed of several permeable boxes, can simulate sliding surfaces with different geometric shapes. The sliding zone can be simulated to be saturated and softened in stages by injecting water into different permeable boxes, so that the various failure modes can be simulated. Four kinds of test schemes are designed to simulate the circular, fold line and linear sliding surfaces. Meanwhile, three steps and two steps of slope surfaces are also simulated. Considering three stages of the landslide condition, every fracture angle of the trailing edge of the slip body is measured. The model test results indicate that the experimental value of the inclination of the trailing edge is obviously affected by the thickness of the sliding body and the location of the unstable slip section. It is assumed that the possible formation mechanism of the trailing edge of retrogressive landslide may be the overall sliding, the sliding tension crack and sliding shear failure, and the inclinations of the trailing edge are calculated. The results show that the calculated values of the sliding tension crack mechanism are the closest to the experimental ones, and the relative error is less 10% than the experimental value. It is considered according to the results that the formation mechanism of the trailing edge of the retrogressive landslide is: the bottom of the slip surface loses its stability and slides down, and tensile failure zone appears at the location of sliding body corresponding to the end of the unstable slide surface. The tensile stress is controlled by the minimum principal stress, and the direction of the tensile failure surface is basically in agreement with the maximum principal stress. © 2018, Science Press. All right reserved.
引用
收藏
页码:3842 / 3849
页数:7
相关论文
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