Complex landslide is the combination of load-caused landslide and retrogressive landslide, with the characteristics of both load-caused landslide and retrogressive landslide. Through research on the formation mechanism of complex landslide, we reveal that complex landslide successively experiences the failure modes of retrogression in the front side, load in the backside, penetration of slip zone in the middle, and finally global sliding instability. Correspondingly, we divide complex landslide into three zones start area in the leading edge (tractive effect), main slide area in the middle, and start area in the trailing edge (loading effect). According to the failure modes and mechanical characteristics of different areas, as well as the interaction among these areas, we establish a calculation model of geomechanics, and derive the thrust of the three areas in detail. The thrust calculation for different areas should be specific. For the calculation of leading edge start area and trailing edge start area, their interactions with the main sliding area should be considered. And the stability of the main sliding area plays a dominant role in the whole landslide. It is necessary to consider the absence of slide-resistance of the leading edge start area and also the loading effect of the trailing edge start area. Calculation example of a typical complex landslide proves the rationality of the thrust calculation method. This research provides a reference for the prevention and control of complex landslide.
Key words
complex landslide /
deformation and failure mode /
geomechanical model /
calculation of thrust /
stress analysis of slices and blocks
{{custom_sec.title}}
{{custom_sec.title}}
{{custom_sec.content}}
References
[1] 杨光华,钟志辉,张玉成,等.根据应力场和位移场判断滑坡的破坏类型及最优加固位置确定[J].岩石力学与工程学报, 2012, 31(9):1879-1887.
[2] 晏同珍.滑坡发生机理[C]∥全国首届工程地质学术会议论文选集.北京:中国地质学会工程地质专业委员会,1979:8.
[3] 王恭先. 滑坡学与滑坡防治技术文集[M]. 北京:人民交通出版社,2010:123-135.
[4] 宋东日,任伟中,沈 波,等.牵引式滑坡的破坏机制及其加固措施探讨——以某高速公路牵引式滑坡为例[J].岩土力学,2013, 34(12): 3587-3593.
[5] 袁从华,童志怡,卢海峰.牵引式滑坡特征及主被动加固比较分析[J].岩土力学,2008, 29(10):2853-2858.
[6] 雍 睿, 胡新丽, 唐辉明, 等.推移式滑坡演化过程模型试验与数值模拟研究[J]. 岩土力学, 2013, 34(10):3018-3027.
[7] 肖林萍, 赵玉光.复合型滑坡体系统的工程地质勘察及其稳定性分析[J]. 工程地质学报,2002, 10(增刊):320-325.
[8] 石豫川, 冯文凯, 刘汉超,等.特大多期复合型滑坡稳定性评价及因素敏感性分析[J]. 岩土力学,2004,25(6):975-980.