青海循化县查汗都斯水库滑坡形成条件与稳定性分析

张淼; 张春山; 杨为民; 王秋梅; 刘玄; 刘廷

青海循化县查汗都斯水库滑坡形成条件与稳定性分析

张淼^{1, 2,},
张春山¹,
杨为民¹,
王秋梅²,
刘玄²,
刘廷²

1.
中国地质科学院地质力学研究所, 北京 100081
2.
中国地质大学地球科学与资源学院, 北京 100083

基金项目:

中国地质调查局地质调查项目 1212011220087

国家科技支撑项目 2012BAK10B03-03

国土资源部行业公益专项 201211095-3

详细信息

作者简介:
张淼(1991-), 男, 硕士研究生, 主要从事构造地质与地质灾害研究工作。E-mail:mz0546@163.com

中图分类号: P642.22
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- PDF下载量: 16
- 被引次数: 0
出版历程
- 收稿日期: 2014-04-15
- 刊出日期: 2014-09-01

THE FORMATION CONDITIONS AND STABILITY OF CHAHANDUSI RESERVOIR LANDSLIDE IN XUNHUA COUNTY, QINGHAI PROVINCE

1.
Institute of Geomechanics, Chinese Academy of Geological Sciences, Beijing 100081, China
2.
School of Geosciences and Resources, China University of Geosciences, Beijing 100083, China

摘要

摘要: 在开展循化县查汗都斯水库滑坡野外调查及工程地质调查的基础上, 简述了滑坡的发育特征、探讨了滑坡的形成条件, 进行了稳定性分析。研究表明, 地形地貌、地层岩性、地震活动及降水是该滑坡形成的主要因素。本文采用毕肖普法对该滑坡按天然状态和饱水状态两种工况进行稳定性计算, 采用ANSYS软件进行二维数值模拟分析, 所有结果均显示该滑坡目前处于基本稳定-稳定状态。建议对滑坡进行必要的监测或群测群防。
- 查汗都斯水库 /
- 滑坡 /
- 形成条件 /
- 稳定性分析
Abstract: Based on the field work and engineering geologic investigation of Chanhandusi Reservoir Landslide in Xunhua County, this paper focuses on the development characteristics, formation conditions and stability analysis of this landslide. The result shows that this landslide is mainly influenced by landforms, stratum lithology, earthquake and hydrology. ANSYS is used for the stability analysis, which suggests that Chahandusi Reservoir Landslide is currently under stable state. It is necessary for landslide monitoring.
- Chanhandusi reservoir landslide /
- formation conditions /
- stability analysis /

HTML全文

图 1 查汗都斯水库滑坡平面图

Figure 1. Planar graph of Chanhandusi Reservoir Landslide

下载: 全尺寸图片幻灯片

图 2 查汗都斯水库滑坡剖面图

Figure 2. Profile graph of Chanhandusi Reservoir Landslide

下载: 全尺寸图片幻灯片

图 3 滑面1计算结果

Figure 3. The result of slip surface 1

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图 4 查汗都斯水库滑坡位移云图

Figure 4. Displacement nephogram of Chanhandusi Reservoir Landslide

下载: 全尺寸图片幻灯片

图 5 查汗都斯水库滑坡剪应力云图

Figure 5. Shear stress nephogram of Chanhandusi Reservoir Landslide

下载: 全尺寸图片幻灯片

表 1 滑体土及滑带土物理力学参数

Table 1. Physical and mechanical parameters of the landslide soil and slip soil

	比重	孔隙比	天然含水量/%	干重度/(kN·m ^-3)	天然重度/(kN·m ^-3)
滑体土	2.71	0.78	11.90	15.2	17.1
滑带土	2.68	0.45	7.07	18.5	19.4

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表 2 滑体土及滑带土物理学指标

Table 2. Physical indexes of the landslide soil and slip soil

	内摩擦角φ/(°)		内聚力C/kPa
	固结快剪	饱和固结快剪	固结快剪	饱和固结快剪
滑体土	29.0	28.0	8.5	7.0
滑带土	27.5	20.4	9.3	6.7

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表 3 自然状态(工况1)下稳定性计算结果

Table 3. Stability calculation result under natural state

滑面/F_S	Bishop	Janbu	Morgenstern-Price	稳定状态
1	1.277	1.125	1.220	稳定
2	6.042	5.443	5.818	稳定
3	4.784	4.182	4.777	稳定

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表 4 饱水状态(工况2) 下稳定性计算结果

Table 4. Stability calculation result under water saturated state

滑面/F_S	Bishop	Janbu	Morgenstern-Price	稳定状态
1	1.099	0.934	1.073	基本稳定
2	4.800	4.400	4.806	稳定
3	4.784	3.394	3.864	稳定

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参考文献(20)

[1]	牛运光.浅谈水库库岸滑坡[J].中国水利, 1985, 11: 19~20. http://www.cnki.com.cn/Article/CJFDTOTAL-GDSD200702004.htm NIU Yun-guang. Research on reservoir landslide[J]. China Water Resources, 1985, 11: 19~20. http://www.cnki.com.cn/Article/CJFDTOTAL-GDSD200702004.htm
[2]	刘传正.意大利瓦依昂水库滑坡[J].水文地质工程地质, 2013, 40(5): 10. http://www.cnki.com.cn/Article/CJFDTOTAL-ZGDH402.012.htm LIU Chuan-zheng. The Vaiont Landslide in Italy[J]. Hydrogeology and Engineering Geology, 2013, 40(5): 10. http://www.cnki.com.cn/Article/CJFDTOTAL-ZGDH402.012.htm
[3]	钟立勋.意大利瓦依昂水库滑坡事件的启示[J].中国地质灾害与防治学报, 1994, 5(2): 77~84. http://www.cnki.com.cn/Article/CJFDTOTAL-ZGDH402.012.htm ZHONG Li-xun. Enlightenments from the accident of Vaiont Landslide in Italy[J]. The Chinese Journal of Geological Hazard and Control, 1994, 5(2): 77~84. http://www.cnki.com.cn/Article/CJFDTOTAL-ZGDH402.012.htm
[4]	中村浩之, 王恭先.论水库滑坡[J].水土保持通报, 1990, 10(1): 53~64. http://www.cnki.com.cn/Article/CJFDTOTAL-ZSUX201605046.htm NAKAMURA H, WANG Gong-xian. On reservoir landslide[J]. Bulletin of Soil and Water Conservation, 1990, 10(1): 53~64. http://www.cnki.com.cn/Article/CJFDTOTAL-ZSUX201605046.htm
[5]	刘少峰, 张国伟, Heller P L.循化—贵德地区新生代盆地发育及其对高原增生的指示[J].中国科学D辑:地球科学, 2007, 37(S1): 235~248. http://www.cnki.com.cn/Article/CJFDTOTAL-JDXK2007S1025.htm LIU Shao-feng, ZHANG Guo-wei, Heller P L. Cenzoic basin development and its indication of plateau growth in the Xunhua-Guide district[J]. Science in China Series D: Earth Science, 2007, 37(S1): 235~248. http://www.cnki.com.cn/Article/CJFDTOTAL-JDXK2007S1025.htm
[6]	张春山, 张业成, 马寅生.黄河上游地区崩塌、滑坡、泥石流地质灾害区域危险性评价[J].地质力学学报, 2003, 9(2): 143~153. http://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=20030219&journal_id=dzlxxb ZHANG Chun-shan, ZHANG Ye-cheng, MA Yin-sheng. The risk assessment for regional hazards collapses, landslide, debris flows in the Upper Yellow River[J]. Journal of Geomechanics, 2003, 9(2): 143~153. http://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=20030219&journal_id=dzlxxb
[7]	吕宝仓, 任永胜, 朱慧俭, 等.青海省循化县地质灾害详细调查报告[R].西宁:青海省地质环境监测总站, 2008.
[8]	陈玉华, 张敏, 张晓青, 等.1990年共和7.0级地震的发震构造讨论[J].西北地震学报, 1998, 20(3): 39~43. http://www.cnki.com.cn/Article/CJFDTOTAL-ZBDZ803.006.htm CHEN Yu-hua, ZHANG Min, ZHANG Xiao-qing, et al. A discussion on seismogenic fault for the Gonghe Ms 7.0 earthquake in 1990[J]. Northwestern Seismological Journal, 1998, 20(3): 39~43. http://www.cnki.com.cn/Article/CJFDTOTAL-ZBDZ803.006.htm
[9]	路海宁.共和7.0级地震前地下水氡变化的剖析[J].高原地震, 1995, 7(3): 70~72. http://www.cnki.com.cn/Article/CJFDTOTAL-GYDZ503.010.htm LU Hai-ning. Analysis of Radon in groundwater anomaly before Gonghe Ms 7.0 earthquake[J]. Earthquake Research in Plateau, 1995, 7(3): 70~72. http://www.cnki.com.cn/Article/CJFDTOTAL-GYDZ503.010.htm
[10]	吴庆龙, 张培震.黄河上游积石峡古地震堰塞湖溃决事件与喇家遗址异常古洪水灾害[J].中国科学D辑:地球科学, 2009, 39(8): 1148~1159. http://www.cnki.com.cn/Article/CJFDTOTAL-JDXK200908013.htm WU Qing-long, ZHANG Pei-zhen. A palaeo-earthquake induced damming and bursting of the Yellow River and the abnormal flood that destroyed Lajia Relics[J]. Science in China Series D: Earth Science, 2009, 9(8): 1148~1159. http://www.cnki.com.cn/Article/CJFDTOTAL-JDXK200908013.htm
[11]	石玲, 王涛, 辛鹏.陕西省宝鸡市地质灾害发育特征[J].地质力学学报, 2013, 19(4): 351~363. http://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=20130401&journal_id=dzlxxb SHI Ling, WANG Tao, XIN Peng. Development characteristics of the geoharzards in Baoji City, Shaanxi Province[J]. Journal of Geomechanics, 2013, 19(4):351~363. http://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=20130401&journal_id=dzlxxb
[12]	岳高伟, 李稳哲, 王辉, 等.汶川地震中唐家山滑坡稳定性研究[J].地质力学学报, 2013, 19(2): 188~197. http://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=20130208&journal_id=dzlxxb YUE Gao-wei, LI Wen-zhe, WANG Hui, et al. Stability research of Tangjiashan landslide in Wenchuan earthquake[J]. Journal of Geomechanics, 2013, 19(2):188~197. http://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=20130208&journal_id=dzlxxb
[13]	刘世雄, 冯君, 刘东.第三系红层滑坡机理物理模型研究[J].路基工程, 2009, (6): 174~176. http://www.cnki.com.cn/Article/CJFDTOTAL-LJGC200906089.htm LIU Shi-xiong, FENG Jun, LIU Dong. Physical model of Tertiary System red bed landslide[J]. Subgrade Engineering, 2009, (6): 174~176. http://www.cnki.com.cn/Article/CJFDTOTAL-LJGC200906089.htm
[14]	黄晓, 杨为民, 张春山, 等.舟曲泄流坡滑坡变形特征及其形成机理[J].地质力学学报, 2013, 19(2): 178~187. http://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=20130207&journal_id=dzlxxb HUANG Xiao, YANG Wei-min, ZHANG Chun-shan, et al. Deformation characteristics and formation mechanism of Xieliupo landslide in Zhouqu[J]. Journal of Geomechanics, 2013, 19(2):178~187. http://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=20130207&journal_id=dzlxxb
[15]	朱志铭, 周凯睿, 谭春洪, 等.强降雨作用下边(滑)坡稳定性分析及预警技术研究[J].地质力学学报, 2013, 19(4): 423~430. http://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=20130408&journal_id=dzlxxb ZHU Zhi-ming, ZHOU Kai-rui, TAN Chun-hong, et al. Study on technology of slope/landslide stability ananlysis and early warning under heavy rainfall[J]. Journal of Geomechanics, 2013, 19(4):423~430. http://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=20130408&journal_id=dzlxxb
[16]	陈芳.循化县40年来气候资源的变化[J].青海气象, 2002, (2): 12~18. http://www.cnki.com.cn/Article/CJFDTOTAL-QHQX200202003.htm CHEN Fang. Changes in climate resources in Xunhua for 40 years[J]. Journal of Qinghai Meteorology, 2002, (2): 12~18. http://www.cnki.com.cn/Article/CJFDTOTAL-QHQX200202003.htm
[17]	王良艳, 王震.持续降雨对滑坡的稳定性影响及治理措施研究[J].工程建设与设计, 2012, (5): 151~153. http://www.cnki.com.cn/Article/CJFDTOTAL-GCJS201205047.htm WANG Liang-yan, WANG Zhen. Reseatch on landslide stability and treatment in persistent rainfall[J]. Engineering Design of the Ground, 2012, (5): 151~153. http://www.cnki.com.cn/Article/CJFDTOTAL-GCJS201205047.htm
[18]	田洪宁, 牛彦博, 罗刚.滑坡稳定性分析中Geo-studio软件的应用[J].科技创新导报, 2012, 16: 32~33. doi: 10.3969/j.issn.1674-098X.2012.02.024 TIAN Hong-ning, NIU Yan-bo, LUO Gang. The Geo-studio software applications in stability analysis of landslide[J]. Science and Technology Innovation Herald, 2012, 16: 32~33. doi: 10.3969/j.issn.1674-098X.2012.02.024
[19]	王力, 王世梅, 杨贝贝.库水位变动条件下土-水特征曲线对滑坡稳定性计算结果的影响研究[J].三峡大学学报:自然版, 2012, (3): 10~14. http://www.cnki.com.cn/Article/CJFDTOTAL-WHYC201203004.htm WANG Li, WANG Shi-mei, YANG Bei-bei. Research of SWCC on stability calculation of landslide under reservoir water fluctuation[J]. Journal of China Three Gorges University: Natural Sciences, 2012, (3): 10~14. http://www.cnki.com.cn/Article/CJFDTOTAL-WHYC201203004.htm
[20]	王学潮, 郭启良, 张辉, 等.青藏高原东北缘水压致裂地应力测量[J].地质力学学报, 2000, 6(2): 64~70. http://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=20000225&journal_id=dzlxxb WANG Xue-chao, GUO Qi-liang, ZHANG Hui, et al. Crustal stress measurement in northeastern Qingzang Plateau by hydrofracturing[J]. Journal of Geomechanics, 2000, 6(2): 64~70. http://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=20000225&journal_id=dzlxxb