Mechanism of the slow-moving landslides in Jurassic red-strata in the Three Gorges Reservoir, China

被引:128
作者
Miao, Haibo [1 ,3 ]
Wang, Gonghui [2 ]
Yin, Kunlong [3 ]
Kamai, Toshitaka [2 ]
Li, Yuanyao [4 ]
机构
[1] Anhui Univ Sci & Technol, Sch Civil Engn & Architecture, Huainan 232001, Peoples R China
[2] Kyoto Univ, Disaster Prevent Res Inst, Res Ctr Landslides, Kyoto 6110011, Japan
[3] China Univ Geosci, Fac Engn, Wuhan 430074, Peoples R China
[4] China Univ Geosci, Geol Survey, Wuhan 430074, Peoples R China
基金
中国国家自然科学基金;
关键词
Landslides; The Three Gorges Reservoir; Jurassic red-strata; Slow movement; Shear resistance; Shear rate effect; RING-SHEAR APPARATUS; PORE-PRESSURE DIFFUSION; RESIDUAL STRENGTH; YANGTZE-RIVER; DEBRIS FLOWS; TRIGGERED LANDSLIDES; SATURATED SANDS; RAINFALL; TESTS; AREA;
D O I
10.1016/j.enggeo.2013.12.017
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Landslides in Jurassic red-strata make up a great part of geohazards in the Three Gorges Reservoir (TGR) in China. Most of them begin to move slowly with the accumulated displacement increasing stepwise, which corresponds to seasonal rainfall and 30 m of reservoir water level fluctuation (145 m to 175 m on elevation). We analyzed the movement of 21 slow moving landslides in the Jurassic red-strata in TGR, and found that all these landslides involved two differing processes; one is the sliding process with different shear speeds of soils within the sliding zone (landslide activity), and the other one is in steady state with different durations (dormant state). This means that the soil within the sliding surface may experience shearing at different shear rates and recovery in shear strength during the dormant period. To clarify the mechanism of this kind of movement, we took soil samples from the sliding surface of Xiangshanlu landslide, which occurred on August 30, 2008 in the Jurassic red-strata in TGR, and examined the shear rate dependency and recovery of shear resistance by means of ring shear tests. The results of tests at different shear rates show that the shear strength is positively dependent on the shear rate, and can be recovered within a short consolidation duration after the shearing ceased. By increasing the pore-water pressure (PWP) from the upper layer of the sample, we also examined the initiation of shearing which can simulate the restart of landsliding due to the fluctuation of groundwater level caused by rainfall or changes in reservoir water level. The monitored PWP near the sliding surface revealed that there was a delayed response of PWP near the sliding surface to the applied one. This kind of delayed response in pore-water pressure may provide help for the prediction of landslide occurrence due to rainfall or fluctuation of reservoir water level. (C) 2014 Elsevier B.V. All rights reserved.
引用
收藏
页码:59 / 69
页数:11
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