巢湖麒麟山东北坡狮子口段滑坡成因分析
Analysis of the Causes of the Landslide at the Shizikou Section on the North-East Slope of Qilin Mountain in Chaohu, China
DOI: 10.12677/AG.2019.96059, PDF,    科研立项经费支持
作者: 刘祖玺*, 汪吉林, 胡子健, 郑 文:中国矿业大学资源与地球科学学院,江苏 徐州
关键词: 滑坡稳定性成因简化毕肖普法Landslide Stability Cause of Formation Simplified Bishop Method
摘要: 为了查明研究区滑坡形成机制,本文通过对野外调查与实验资料的研究,分析了该滑坡体的基本特征和所在区域的地质条件。运用简化毕肖普法分别计算了斜坡自然状态和暴雨工况下的稳定性系数,结果发现斜坡自然状态下处于基本稳定状态、暴雨工况下为不稳定状态,与实际情况相符。认为与斜坡倾向一致的软硬相间地层组合及较差的岩土工程性质是滑坡发育的内因,开采黏土矿导致外部地质环境条件改变,破坏了山坡的整体稳定性是滑坡形成的主要外因,暴雨极端天气是直接诱因,以上各种影响因素的不利组合,导致了研究区滑坡的最终发生。
Abstract: In order to find out the formation mechanism of the landslide in the study area, based on the study of field investigation and experimental data, the basic characteristics of the landslide and the geological conditions of the area had been analyzed. The stability coefficients under natural and rainstorm conditions were calculated by using the simplified Bishop method. The results show that the slope would be basically stable in natural conditions and unstable in rainstorm conditions, which is consistent with the actual situation. It is considered that the soft-hard interfacial strata consistent with the slope tendency and the poor geotechnical engineering properties are the internal causes of landslide development. The exploitation of clay minerals leads to the change of external geological environment conditions and destroys the overall stability of the hillside, which is the main external cause of the formation of landslides. Heavy rain extreme weather is the direct inducement. The unfavorable combination of the above factors would lead to the final occurrence of the landslide in the study area.
文章引用:刘祖玺, 汪吉林, 胡子健, 郑文. 巢湖麒麟山东北坡狮子口段滑坡成因分析[J]. 地球科学前沿, 2019, 9(6): 549-556. https://doi.org/10.12677/AG.2019.96059

参考文献

[1] 王涛, 吴树仁, 石菊松, 等. 国内外典型工程滑坡灾害比较[J]. 地质通报, 2013, 32(12): 1881-1899.
[2] 李凤明, 谭勇强. 采矿活动引发的滑坡及工程治理实践[J]. 煤矿开采, 2002, 7(2): 1-5+10.
[3] 颜存奎. 巢北平顶山及周边地区地质灾害危险性评价研究[D]: [硕士学位论文]. 合肥: 合肥工业大学, 2009.
[4] 闫昆, 刘国生, 张园远, 等. 基于层次分析法构建巢湖北部矿区环境评价体系[J]. 合肥工业大学学报(自然科学版), 2012, 35(8): 1106-1112.
[5] 王国强, 吴道祥, 刘洋, 等. 巢湖凤凰山滑坡形成机制和稳定性分析[J]. 岩土工程学报, 2002, 24(5): 645-648.
[6] 王良宗. 土质滑坡治理措施的综合运用[J]. 科技创新导报, 2015, 12(27): 67-68.
[7] Lan, H. (2003) Rainfall-Induced Landslide Stability Analysis in Response to Transient Pore Pressure—A Case Study of Natural Terrain Landslide in Hong Kong. Science in China Series E Technological Sciences, 46, 52-68.
[8] Souting Lee. On Evaluating the Stability of the Baiyian Ancient Landslide in the Three Gorges Reservoir Area, YangtzeRiver: A Geological History Analysis[C]//中国科学院地质与地球物理研究所. 中国科学院地质与地球物理研究所2008学术论文汇编. 北京: 中国科学院地质与地球物理研究所科技与成果转化处, 2009: 13.
[9] Azam, S. and Ito, M. (2004) Unsaturated Soil Properties of a Fissured Expansive Clay. Asean Economic Bulletin, 21, 81-93.
[10] 杨文琦, 周成, 王林, 等. 降雨作用下考虑膨胀推力的膨胀土边坡稳定性分析[J]. 防灾减灾工程学报, 2018, 38(5): 874-880.
[11] Szczygieł, J., Mendecki, M., Hercman, H., Wróblewski, W. and Glazer, M. (2019) Relict Landslide Development as Inferred from Speleothem Deformation, Tectonic Data, and Geoelectrics. Geomorphology, 330, 116-128. [Google Scholar] [CrossRef
[12] Bishop, A.W. (1955) The Use of the Slip Circle in the Stability Analysis of Earth Slopes. Geotechnique, 5, 7-17.
[13] 姚艳领. 基于Bishop法的边坡稳定性分析[J]. 中国锰业, 2016, 34(4): 68-70.
[14] 姚艳领. Bishop法滑坡稳定性分析及滑坡治理[J]. 中国锰业, 2016, 34(3): 35-38.
[15] 张志勇, 傅德明, 杨国祥. 干坞边坡稳定性计算及边坡变形规律研究[J]. 岩石力学与工程学报, 2003, 22(9): 1505-1509.
[16] 徐镇南, 邓志华. 基于BISHOP法的某水利工程滑坡稳定性计算研究及评价[J]. 水利规划与设计, 2016(8): 80-83+125.
[17] 蒋斌松, 康伟. 边坡稳定性中BISHOP法的解析计算[J]. 中国矿业大学学报, 2008, 37(3): 287-290.
[18] 王缨. 边坡稳定性分析改进毕肖普法[J]. 邵阳学院学报(自然科学版), 2004, 1(2): 79-80.
[19] 朱大勇, 邓建辉, 台佳佳. 简化Bishop法严格性的论证[J]. 岩石力学与工程学报, 2007, 26(3): 455-458.
[20] 彭振斌, 李俊, 彭文祥. 基于Bishop条分法的边坡可靠度应用研究[J]. 中南大学学报(自然科学版), 2010, 41(2): 668-672.
[21] 司光武, 蒋良潍, 罗强, 等. 膨胀土边坡稳定性影响因素的作用效应分析[J]. 地下空间与工程学报, 2016, 12(S1): 386-392+419.
[22] 吴圣林, 董青红, 丁陈建. 岩土工程勘察[M]. 徐州: 中国矿业大学出版社, 2018: 54-69.
[23] GB50330-2013建筑边坡工程技术规范[S]. 北京: 中国建筑工业出版社, 2014.
[24] 于清杨, 詹军, 于颖波. 粘性土抗剪强度在基坑支护设计中的应用[J]. 煤田地质与勘探, 2001, 29(4): 40-41.
[25] 孙即超, 王光谦, 董希斌, 等. 膨胀土膨胀模型及其反演[J]. 岩土力学, 2007, 28(10): 2055-2059.
[26] 辛鹏, 胡乐, 王涛, 等. 位移–应力协同分析在新近纪软岩质滑坡监测中的应用——以陕西宝鸡市北坡滑坡为例[J/OL]. 地球学报, 2019-04-10: 1-12. http://kns.cnki.net/kcms/detail/11.3474.P.20190408.1715.002.html