Mechanism of the Anlesi landslide in the Three Gorges Reservoir, China

被引:113
作者
Jian, Wenxing [1 ]
Wang, Zhijian [2 ]
Yin, Kunlong [1 ]
机构
[1] China Univ Geosci, Gorges Res Ctr Geohazards 3, Wuhan 430074, Peoples R China
[2] China Three Gorges Univ, Key Lab Geol Hazards Gorges Reservoir Area 3, Yichang 443002, Peoples R China
基金
中国国家自然科学基金;
关键词
Three Gorges Reservoir; Anlesi landslide; Slip zones; Shear strength; Contributing factors; Numerical simulation; Mechanism; EARTHQUAKE;
D O I
10.1016/j.enggeo.2009.06.017
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Many gentle dip translational rock slides have taken place in the Three Gorges Reservoir, China. in order to study the mechanism of these translational rock slides, the authors use the Anlesi landslide as a typical case study to investigate in detail. Field investigations show that the slip zones of the Anlesi landslide were formed from a white mudstone in Jurassic red strata. X-ray diffraction and infrared ray analysis showed that the main mineral components of the slip zones are montmorillonite, illite, feldspar and quartz. Laboratory tests indicate that the slip zone soils are silty clay, of medium-swelling potential, the shear strength decreasing significantly as the slip zone attracts water and saturates. The main factors contributing to the Anlesi landslide are recent tectonic activity, incompetent beds, and intensive rainfall. Recent tectonic activity had caused shear failure along the incompetent beds, and joints within the sandstone. With the effect of intensive rainfall, water percolates to the incompetent beds along tectonic fissures, resulting in swelling of the soil material and high groundwater pressures within fissures in the strata. As a consequence, the Anlesi slope is prone to slide along these incompetent beds. Flac3D software was used to simulate the mechanism of the Anlesi landslide considering the theological properties of soil and rock. The simulation results demonstrate that the stress, displacement and failure area changes with simulated creep time. The maximum displacement in the X direction reaches 7.59 m after 200-year simulated creep. Therefore, the mechanism of the Anlesi landslide can be illustrated considering the theological properties of Jurassic red strata. (C) 2009 Elsevier B.V. All rights reserved.
引用
收藏
页码:86 / 95
页数:10
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