三峡库区万州安乐寺滑坡滑带特征

简文星; 殷坤龙; 罗冲; 姚林林; 张超

三峡库区万州安乐寺滑坡滑带特征

1.
中国地质大学工程学院, 湖北武汉 430074
2.
中国地质大学地球科学学院, 湖北武汉 430074

基金项目:

国家自然科学基金项目 40672187

湖北省自然科学基金计划青年杰出人才项目 2006ABB030

详细信息

作者简介:
简文星(1967-), 男, 博士, 教授, 从事岩土工程与工程地质等方面的教学与科研工作.E-mail : wxjian@cug.edu.cn

中图分类号: P64
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出版历程
- 收稿日期: 2008-01-25
- 刊出日期: 2008-09-25

Slip Zone Characteristics of Anlesi Landslide in Wanzhou of Three Gorges Reservoir Area

1.
Engineering Faculty, China University of Geosciences, Wuhan 430074, China
2.
Faculty of Earth Sciences, China University of Geosciences, Wuhan 430074, China

摘要

摘要: 安乐寺滑坡是三峡库区典型的缓倾角红层基岩滑坡, 对其滑带特征进行详细的研究有助于揭示缓倾角红层基岩滑坡的形成机制.宏观地质特征显示, 安乐寺滑坡滑带是侏罗系红层中灰白色泥岩(软弱夹层) 经挤压滑动所形成的, 擦痕指示最后一次滑动方向为100°.通过X射线衍射分析和红外光谱分析表明, 安乐寺滑坡滑带主要矿物成分为蒙脱石、伊利石、长石、石英等; 其特点是蒙脱石含量高, 并且滑动面上的蒙脱石含量高于滑带的蒙脱石含量.经扫描电镜观察, 滑带土微观结构以片状结构与定向排列结构为主; 显微擦痕发育, 并指示滑带曾发生过多次滑动.对滑带土的物理力学性质进行实验研究可知: 滑带土为中等膨胀性粉质粘土, 其抗剪强度低; 且吸水膨胀后, 抗剪强度大大降低.滑带土的这些特殊性质, 为安乐寺滑坡的滑动提供了物质基础.
- 安乐寺滑坡 /
- 侏罗系红层 /
- 滑带 /
- 矿物成分 /
- 显微结构 /
- 物理力学性质
Abstract: Anlesi landslide is a typical gentle-dip landslide forming in the red clastic rocks in the Three Gorges Reservoir area. In order to discover the mechanism of the gentle-dip landslides forming in the red clastic rocks, the slip zone characteristics of Anlesi landslide were studied in detail in this paper. Field investigations show that the slip zone of Anlesi landslide was formed from a white mudstone (an incompetent bed) in Jurassic red strata by extrusion stress. The direction of the striations on the sliding surface indicates that the latest sliding direction of the landslide is 100°. The X-ray diffraction and infrared ray analysis reveal that the main mineral components of the slip zone are montmorillonite, illite, feldspar and quartz, et al.. The significant character is that the slip zone contains a large amount of montmorillonite, and the sliding surface contains more montmorillonite than the slip zone does. The results of scanning electron micrograph display that the microstructures of the slip zone are mainly sheet crystals and directional crystal structures, and micro striations developed well. A set of tests were conducted on the slip zone specimens to obtain the physico-mechanical characteristics. Test results show that the slip zone is medium swelling potential slity clay, and shear strength becomes very low once the slip zone absorbs water to saturation. The characteristics of the slip zone mentioned above make it possible to discover the mechanism of the gentle-dip landslides forming in the red clastic rocks.
- Anlesi landslide /
- Jurassic red strata /
- slip zone /
- mineral component /
- micro structure /
- physico-mechanical characteristics

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图 1 安乐寺滑坡工程地质平面图(据崔政权, 1993修改)

1.滑坡堆积物; 2.坡积物; 3.崩积物; 4.冲积物; 5.侏罗系沙溪庙组; 6.滑坡周界; 7.不整合线; 8.地层界限; 9.探槽; 10.等高线; 11.钻孔及其编号

Fig. 1. Geological map of Anlesi landslide

下载: 全尺寸图片幻灯片

图 2 安乐寺滑坡A-B工程地质剖面图(据崔政权, 1993修改)

1.滑坡堆积物; 2.崩积物; 3.坡积物; 4.侏罗系沙溪庙组; 5.粘土夹碎石; 6.碎块石; 7.砂岩; 8.泥岩; 9.滑动面

Fig. 2. A-B geological section of Anlesi landslide

下载: 全尺寸图片幻灯片

图 3 安乐寺滑坡滑带探槽实测地质剖面图

1.泥岩; 2.砂岩; 3.粉质粘土夹碎石; 4.滑动面; 5.灰白色粘土夹角砾(Y1、Y2滑带土)

Fig. 3. Geological profile of the slip zone of Anlesi landslide in the excavated trench

下载: 全尺寸图片幻灯片

图 4 Y1滑带滑面X粉晶射线衍射分析

Fig. 4. X-ray diffraction chart of Y1 sliding surface

下载: 全尺寸图片幻灯片

图 5 Y1和Y2滑带红外光谱分析

Y1-1.Y1滑带滑面样品; Y1-2.Y1滑带样品; Y2-1.Y2滑带滑面样品; Y2-2.Y2滑带样品

Fig. 5. Infrared ray analysis of slip zones Y1 and Y2

下载: 全尺寸图片幻灯片

图 6 Y1滑带土固结不排水压缩实验强度包线

Fig. 6. Mohr circles at failure and Mohr envelopes for both total and effective stresses for Y1 slip zone soil

下载: 全尺寸图片幻灯片

表 1 Y2滑带直剪试验条件与试验结果

Table 1. Direct shear test conditions and results of Y2 slip zone

表 2 Y1和Y2滑带不同约束状态下快剪实验结果

Table 2. Quick shear test results of Y1 and Y2 slip zone under various conditions

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