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INVESTIGATIONS OF THE XIAO TOU LANDSLIDE STABILISATION IN THE THREE GORGES CATCHMENT AREA, HUBEI PROVINCE, CHINA1

机译:湖北省三个峡谷集水区小头滑坡的稳定化研究1

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The Three Gorges project on the Yangtze River in China is the world's largest hydro-electric power plant. Since the first impoundment of the 660 km long reservoir, more than 260 landslides have occurred along the reservoir banks. The study summarised in this paper comprised geological and geotechnical mapping in the area of Xia Kou, located on the Xiang Xi River, approximately 40 km northwest of the Three Gorges Dam. The study aimed to determine whether the reservoir, with its significant water level changes, triggered the landslides or contributed to movement of existing landslides. The study area is located at the Xiang Xi River, a tributary of the Yangtze River, flowing into the Yangtze River 28 km up-stream of the Three Gorges Dam. Most of the slides occur on the western banks of the Xiang Xi River, where sandstones and claystones strike parallel the flow direction of the river and dip into the slope. Landslides are triggered by a joint direction also striking north-south but dipping towards the river. The joint surfaces are filled with clay which decreases the shear strength of the rock mass. Stability analyses of the Qiao Tou Landslide in the north of Xia Kou were carried out. The analyses took into account seasonal variations in the reservoir water levels and showed that the discharge from 175 m to 145 m AMSL is critical. Therefore, the drainage of the slope along the surface of rupture is a considerable factor triggering sliding. Existing remedial measures consist of a large number of surface drains which have already been destroyed by continuous movement within the slopes. Furthermore, protecting shotcrete surfaces showed some wet areas and are also partially cracked as is the infrastructure around the area.
机译:中国长江三峡项目是世界上最大的水力发电厂。自660公里长的水库首次蓄水以来,沿水库库岸发生了260多次滑坡。本文概述的研究包括位于三峡大坝西北约40公里的香溪河下口地区的地质和岩土测绘。该研究旨在确定水位发生明显变化的水库是否触发了滑坡或是否对现有滑坡产生了影响。研究区域位于长江支流湘西河,在三峡大坝上游28公里处流入长江。大部分滑坡发生在湘西河的西岸,那里的砂岩和黏土沿着河水的流动方向撞击并浸入斜坡。滑坡是由一个共同的方向触发的,该方向也朝南北向,但向河流倾斜。节理表面填充有粘土,这会降低岩体的抗剪强度。对夏口以北的桥头滑坡进行了稳定性分析。分析考虑了水库水位的季节性变化,并表明从175 m至145 m AMSL的流量至关重要。因此,沿破裂表面的斜坡排水是触发滑动的重要因素。现有的补救措施包括大量的地面排水,这些排水已被斜坡内的连续运动所破坏。此外,保护喷射混凝土表面显示出一些潮湿区域,并且该区域周围的基础设施也被部分开裂。

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