Initiation mechanism of the jiweishan landslide in chongqing, southwestern china

被引:0
|
作者
ZHEN F. [1 ]
BIN L. [1 ]
PENG C.Q. [2 ]
WEN C.J. [3 ]
机构
[1] Key Laboratory of Neotectonic Movement and Geohazards of MLR, Institute of Geomechanics, Chinese Academy of Geological Sciences, Beijing
[2] College of Civil Engineering, Huaqiao University, Quanzhou
[3] China Geological Survey, Beijing
基金
中国国家自然科学基金;
关键词
Centrifuge Modelling; Karst; Landslide; Massive Rock Slope Failure;
D O I
10.2113/EEG-1750
中图分类号
学科分类号
摘要
Plagioclinal slopes in cuesta escarpments are oblique to bedding dips and widely distributed in the mountainous area of southwestern China, and the failure patterns are conventionally assumed to be rockfall or slab collapse, rather than rockslide. The catastrophe of the Jiweishan rockslide on June 5, 2009, illustrates a unique mechanism of plagioclinal slope failure, where the slope failure moves in the direction of apparent dip and is confined by four planes. Geological analysis concluded that the Jiweishan rockslide was a result of the weakinterlayer- controlled geological structure, underground mining, and karst. Modelling tests reproduced the instant failure of key blocks in the apparent dip direction followed by block glide, and they suggested that weakening of the slip surface and the discrete structure contributed to slope failure. Numerical simulation indicated that rear blocks acted on relatively stable key blocks during long-term gravitational creep on the weak interlayer. Strength reduction of the weak interlayer was a key factor in the rockslide occurrence. Ultimately, a three-dimensional limit equilibrium method of stability analysis for apparent dip slide is proposed, along with validation of modelling tests. © 2016 Geological Society of America. All rights reserved.
引用
收藏
页码:341 / 351
页数:10
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