Formation Mechanism and Slide Prevention Methods of Soil Deposits at the Toe of Anlesi Landslide in Wanzhou
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摘要: 逐一分析了安乐寺滑坡前缘西溪铺、农机技校松散堆积体的144个勘探钻孔, 根据土体物质成分进行分层并对其因进行判断; 对相邻钻孔的土层进行比较, 将相同的土层连接起来, 绘制工程地质剖面图; 将工程地质剖面图进行综合对分析, 探讨每一土层的连续性、延伸性.按照“钻孔-剖面-成层”的研究方法, 对安乐寺滑坡前缘松散堆积体的特征及成进行详细的研究.研究结果表明: 安乐寺滑坡前缘松散堆积体是以安乐寺滑坡前部的滑动解体作用为主, 包括残积、坡积冲积等共同作用形成的.前缘松散堆积体中存在多个滑动面, 滑动面平直、光滑, 可以分为2种类型: 一类是中深层滑动面数量较少, 规模大; 另一类是浅层滑动面, 数量较多, 规模小.滑动面的这种分布规律反映了前缘松散堆积体是一个长期不连续的变形体.最后, 考虑松散堆积体下伏卵石砂土层地质结构, 对松散堆积体防治措施进行了探讨, 认为安乐寺前缘散堆积体采用抗滑桩支挡结合地表排水与护坡等措施进行治理是适宜的, 但抗滑桩嵌固段必须深入到卵石砂土层以下定的基岩中, 以避免抗滑桩随卵石砂土层产生整体位移.Abstract: The material of 144 boreholes of Xixipu and Nongjijixiao soil deposits at the toe of Anlesi landslide was analyzed, types of soil were classified and the formation mechanism was analyzed based on the properties of soil deposits in a single borehole. The same type of soil was connected to one layer in a profile with several boreholes. The continuity and extent of a soil layer was determined with profiles. The results show that most of the soil deposits at the toe of Anlesi landslide slipped from the foot of the landslide, and other soil deposits are residual, colluvial, talus and alluvial. The soil deposits were formed by co-action of gravity, running water, mechanical and chemical weathering. In the soil deposits, many sliding surfaces which are plane and smooth were found, and these can be classified into two kinds. There are a few large scale sliding surfaces, which are found at some depth, and many small sliding surfaces, which occur near the surface of the soil deposits. The distribution of sliding surfaces mentioned above indicates that the soil deposits have been deformed discontinuously for a long time. Slide prevention methods, considering the geological structure underlain by gravel sand, include driven piles, rip-rap and surface drainage as a means of stabilizing the soil deposits. The driven piles should be embedded in stable ground under the gravel sand to avoid being displaced.
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图 1 安乐寺滑坡及其前缘松散堆积体工程地质平面图
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.等高线; 10.钻孔及其编号
Fig. 1. Geological map of Anlesi landslide and soil deposits at its toe
图 2 西溪铺粉质粘土夹碎石土层厚度等值线(m)
1.滑坡周界; 2.河流; 3.厚度等值线; 4.钻孔
Fig. 2. Thickness isoline of gravel silty clay in Xixipu
图 3 西溪铺松散堆积体4-4′工程地质剖面
1.卵石砂土; 2.砂质泥岩; 3.粉质粘土夹碎块石; 4.水位; 5.滑面线
Fig. 3. 4-4′ geological profile of Xixipu soil deposit
图 4 西溪铺苎溪河河道变迁与松散堆积体滑动面分布
1.滑坡周界; 2.河流; 3.次级滑动面; 4.钻孔; 5.抗滑桩分布区
Fig. 4. Change of Zhuxi River bed in Xixipu and the distribution of sliding surfaces in Xixipu soil deposit
图 5 农机技校粉质粘土厚度等值线(m)
1.滑坡周界; 2.厚度等值线; 3.钻孔; 4.探井
Fig. 5. Thickness isoline of silty clay at Nongjijixiao
图 6 农机技校卵石土厚度等值线(m)
1.滑坡周界; 2.厚度等值线; 3.钻孔; 4.探井
Fig. 6. Thickness isoline of gravel in Nongjijixiao
图 7 农机技校松散堆积体滑动面分布
1.滑坡周界; 2.次级滑动面; 3.河流; 4.探井; 5.钻孔; 6.剖面位置
Fig. 7. Distribution of sliding surfaces in the soil deposits at Nongjijixiao
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[1] Chen, X. C., Huang, J. B., Yuan, Y. X., 2004. Structural characteristics of rock drop accumulation and transformation type of slopes failure. The Chinese Journal of Geological Hazard and Control, 15 (1): 5-10 (in Chinese with English abstract). [2] Cui, Z. Q., 1993. An introduction on safety evaluation of the Three Gorges Reservoir shores. Bureau of Geotechnique of Changjiang Water Resources Commission, Wuhan (in Chinese). [3] Hu, B., Li, Y. C., 2004. Monitoring report of Anlesi landslide. Country Bureau of Wanzhou, Chongqing (in Chinese). [4] Qiao, J. P., 1994. Douyapeng landslide in Wanxian city, Sichuan Province. Mountain Research, 12 (4): 213-218 (in Chinese with English abstract). [5] Sun, Y. Z., Su, A. J., Wang, J. H., et al., 2002a. Analysis on characteristics of shear and fracture surfaces in slide deposit of Heping Square landslide in Wanxian city. Yangtze River, 33 (6): 15-16 (in Chinese with English abstract). [6] Sun, Y. Z., Zhang, Q. X., Wang, Y. P., 2002b. Substance characteristics and significance of accumulation of Heping Square landslide of Wanzhou in the Three Gorges Reservoir region. Hubei Geology & amp; amp; Mineral Resources, 16 (4): 25-27 (in Chinese with English abstract). [7] Tang, H. M., 2002. Stability analysis on loose earth landslides along the bank of Three Gorges Reservoir. Joural of Chongqing Jiaotong University, 21 (4): 62-65 (in Chinese with English abstract). [8] Tao, Z. P., Zhou, D. P., Wang, H. L., 2003. Geological characteristics and treatment of the Juyutuo landslide in the Three Gorges Reservoir area. Journal of Engineering Geology, 11 (4): 406-410 (in Chinese with English abstract). [9] Zhang, T. G., Zhang, Y. Q., Xu, G. H., et al., 2001. Geotechnical exploration report of Nongjijixiao landslide in Shahezi, Wanzhou, Chongqing. 107 Geological Team, Mine Reconnaissance Company of Chongqing, Chongqing (in Chinese). [10] Zhang, T. Y., Dai, J. M., Liu, X. Y., et al., 2001. Geotechnical exploration report of Anlesi landslide in Wanzhou, Chongqing, Three Gorges Reservoir. 607 Geotechnical Exploration Company of Chongqing, Chongqing (in Chinese). [11] 崔政权, 1993. 三峡工程库岸稳态评价预测概念. 武汉: 长江水利委员会勘测局. [12] 胡波, 李迎春, 2004. 安乐寺滑坡监测报告. 重庆: 重庆市万州区国土局. [13] 乔建平, 1994. 四川省万县市豆芽棚滑坡. 山地研究, 12 (4) 213-218. https://www.cnki.com.cn/Article/CJFDTOTAL-SDYA404.003.htm [14] 孙云志, 苏爱军, 王军怀, 等, 2002a. 万州和平广场滑坡堆积体剪裂面特征分析. 人民长江, 33 (6): 15-16. https://www.cnki.com.cn/Article/CJFDTOTAL-RIVE200206005.htm [15] 孙云志, 张秋霞, 王永平, 2002b. 三峡库区万州和平广场滑坡区堆积体物质组成特征及其地质意义. 湖北地矿, 16 (4): 25-27. https://www.cnki.com.cn/Article/CJFDTOTAL-HBDK200204005.htm [16] 唐红梅, 2002. 三峡库岸散体滑坡稳定性分析———以万州清泉路滑坡为例. 重庆交通学院学报, 21 (4): 62-65. https://www.cnki.com.cn/Article/CJFDTOTAL-CQJT200204016.htm [17] 陶志平, 周德培, 王亨林, 2003. 三峡库区巨鱼沱滑坡地质特征及防治研究. 工程地质学报, 11 (4): 406-410. doi: 10.3969/j.issn.1004-9665.2003.04.013 [18] 张天贵, 张映泉, 徐贵侯, 等, 2001. 重庆市万州区沙河子滑坡群农机技校滑坡治理工程地质详细勘查报告. 重庆: 重庆市地质矿产勘查开发总公司107地质队. [19] 张天友, 戴经明, 刘向阳, 等, 2001. 重庆市三峡库区万州区安乐寺滑坡工程地质详勘报告. 重庆: 重庆607勘察实业总公司. -
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