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Volume 43 Issue 2
Apr.  2024
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Article Contents
LIU Yongliang, ZHANG Wei, LIU Zhenyu, YI Lianxing, WU Qiuju, LIANG Nan, GAN Fuping, WU Jianqiang, HAN Kai. Application of high-density resistivity method and audio-frequency magnetotelluric method in the detection of landslide structure in Houchang town[J]. CARSOLOGICA SINICA, 2024, 43(2): 441-453. doi: 10.11932/karst20240208
Citation: LIU Yongliang, ZHANG Wei, LIU Zhenyu, YI Lianxing, WU Qiuju, LIANG Nan, GAN Fuping, WU Jianqiang, HAN Kai. Application of high-density resistivity method and audio-frequency magnetotelluric method in the detection of landslide structure in Houchang town[J]. CARSOLOGICA SINICA, 2024, 43(2): 441-453. doi: 10.11932/karst20240208

Application of high-density resistivity method and audio-frequency magnetotelluric method in the detection of landslide structure in Houchang town

doi: 10.11932/karst20240208
  • Received Date: 2023-02-27
  • Accepted Date: 2023-06-27
  • Rev Recd Date: 2023-06-21
  • Available Online: 2024-07-10
  • The frequent occurrence of landslides in China has done great harm to people's lives and property. In the stability analysis of landslides and the design of treatment scheme, the application of geophysical technologies has become a frontier research field in engineering and environment in terms of interdisciplinary development and application. The Houchang landslide in Weining county, Bijie City, Guizhou Province is a typical karst landslide. The landslide area is dominated by karst peak-cluster depressions or gullies, in which limestone strata are widely distributed, and karst is strongly developed. Since the collapse and landslide in 2006, the scale of tensile cracks in rock mass has gradually increased. In order to explore the causes of collapse, scholars have deduced the collapse process, established the conceptual model of landslide and studied the karst hydrogeological conditions. However, due to the lack of detection data, the structural characteristics of landslides have not been fully understood. In this study, the high-density resistivity method and audio-frequency magnetotelluric method were used to detect the landslide area, and the structural characteristics of landslides were revealed from the development of shallow karst and cracks, and the bottom interface of karst landslide. The stratigraphic structure of landslide area was divided by audio-frequency magnetotelluric method, and the lithologic interface between Qixia–Maokou Formation and Liangshan Formation was defined according to the electrical characteristics of different lithologic strata. Furthermore, the clastic rocks of Liangshan Formation in some areas were divided into shale, carbonaceous shale and coal seam. It is found that there are two layers of karst development: one is the karst fracture zone in the shallow part of the karst mountain, which is filled with mud and other low-resistivity substances, and the development depth of the karst layer gradually increases from northeast to southwest; the other is the deep karst fracture zone at the bottom interface of limestone in Qixia–Maokou Formation, which is mainly developed in the southern part of the landslide mountain, showing low-resistance characteristics. These two layers of karst structures provide a weak layer for landslide regeneration. Cracks and karst development areas have been detected by high-density resistivity method. There are three mountain cracks in the landslide mountain, including one with a large front edge and two secondary cracks at the rear edge. The cracks show the characteristics of "local high-resistance zone in the low-resistance layer on the surface and vertical low-resistance zone in the underground high-resistance rock mass". In addition, some shallow vertical karst fracture zones were detected, which destroyed the integrity of karst mountain. With the development of karst, karst mountain deteriorated into scattered fragments, which may gradually collapse or landslide under some extreme conditions. It is considered that the development of karst, especially the deep karst at the interface between limestone and shale, is one of the key factors leading to landslides. Together with the goaf formed by coal seam mining, karst development is the background condition that may trigger landslides, which in turn can deteriorate karst mountains into scattered blocks and gradually into collapses and landslides. The combination of audio-frequency magnetotelluric method and high-density electrical method can effectively detect the structural characteristics of karst landslides, and can comprehensively obtain the characteristics of karst spatial development, crack location and distribution of landslide bottom interface, which can provide an important basis for in-depth and comprehensive analysis of landslide stability.

     

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  • [1]
    王佳运, 李林, 郑定国, 武立. “8.12”山阳滑坡视向滑动特征与运动过程[J]. 灾害学, 2018, 33(1):111-116.

    WANG Jiayun, LI Lin, ZHENG Dingguo, WU Li. Characteristics of apparent dip slide and movement process of the "8.12" Shanyang rockslide[J]. Journal of Catastrophology, 2018, 33(1): 111-116.
    [2]
    胡惠霞, 刘瑾, 黄健. 堡只村山体滑坡成因分析及防治对策[J]. 山西建筑, 2018, 44(22):55-56. doi: 10.3969/j.issn.1009-6825.2018.22.031

    HU Huixia, LIU Jin, HUANG Jian. Cause analysis and prevention countermeasures of landslide in the Baozhi village[J]. Shanxi Architecture, 2018, 44(22): 55-56. doi: 10.3969/j.issn.1009-6825.2018.22.031
    [3]
    尹努寻, 候林洋, 曹兴民, 李勋梅. 不合理采矿工程活动对基岩顺层滑坡的影响:以纳雍县姑开乡胜利村冲子山体滑坡为例[J]. 中国矿业, 2020, 29(2):353-355.

    YIN Nuxun, HOU Linyang, CAO Xingmin, LI Xunmei. Influence of unreasonable mining engineering activities on bedrock landslide: Taking Chongzi landslide in Shengli village, Gukai township, Nayong county as an example[J]. China Mining Magazine, 2020, 29(2): 353-355.
    [4]
    廖健宗. 古西村鹤山片特大型滑坡群地质灾害的特征和成因探讨[J]. 西部资源, 2020(5):80-82. doi: 10.3969/j.issn.1672-562X.2020.06.027

    LIAO Jianzong. The characteristics and causes of geological disasters of Heshan landslide group in Guxi village[J]. Western Resources, 2020(5): 80-82. doi: 10.3969/j.issn.1672-562X.2020.06.027
    [5]
    陈见, 梁维亮, 唐文, 高安宁, 廖铭超. 广西全州县广坑漕山体滑坡成因分析[J]. 灾害学, 2011, 26(4):89-92, 97. doi: 10.3969/j.issn.1000-811X.2011.04.017

    CHEN Jian, LIANG Weiliang, TANG Wen, GAO Anning, LIAO Mingchao. Analysis on the causes of landslide in Guangkengcao, Quanzhou, Guangxi[J]. Journal of Catastrophology, 2011, 26(4): 89-92, 97. doi: 10.3969/j.issn.1000-811X.2011.04.017
    [6]
    李海军, 董建辉, 朱要强, 邹银先, 丁恒. 贵州发耳煤矿尖山营滑坡特征及成因机制[J]. 科学技术与工程, 2019, 19(26):345-351. doi: 10.3969/j.issn.1671-1815.2019.26.054

    LI Haijun, DONG Jianhui, ZHU Yaoqiang, ZOU Yinxian, DING Heng. Characteristics and genesis mechanism of Jianshanying landslide in Faer coal mine, Guizhou Province[J]. Science Technology and Engineering, 2019, 19(26): 345-351. doi: 10.3969/j.issn.1671-1815.2019.26.054
    [7]
    肖剑. 贵州省某复合式山体滑坡主要成因分析[J]. 交通科学与工程, 2020, 36(2):40-44.

    XIAO Jian. Analysis of main causes of a compound landslide in Guizhou Province[J]. Journal of Transport Science and Engineering, 2020, 36(2): 40-44.
    [8]
    李向红, 赵洁妮, 伍静, 王存真, 陈国连, 郑传新. 桂林“5.9”山体滑坡的暴雨成因分析[J]. 灾害学, 2013, 28(3):95-99.

    LI Xianghong, ZHAO Jieni, WU Jing, WANG Cunzhen, CHEN Guolian, ZHENG Chuanxin. Analysis on the heavy rain causes of the landslide on May 5th in Guilin City[J]. Journal of Catastrophology, 2013, 28(3): 95-99.
    [9]
    徐兴倩, 苏立君, 梁双庆. 地球物理方法探测滑坡体结构特征研究现状综述[J]. 地球物理学进展, 2015, 30(3):1449-1458.

    XU Xingqian, SU Lijun, LIANG Shuangqing. A review of geophysical detection methods of landslide structure characteristics[J]. Progress in Geophysics, 2015, 30(3): 1449-1458.
    [10]
    王磊, 李孝波, 苏占东, 常晁瑜, 彭达. 高密度电法在黄土–泥岩接触面滑坡勘察中的应用[J]. 地质力学学报, 2019, 25(4):536-543.

    WANG Lei, LI Xiaobo, SU Zhandong, CHANG Chaoyu, PENG Da. Application of high-density electrical method in loess-mudstone interface landslide investigation[J]. Journal of Geomechanics, 2019, 25(4): 536-543.
    [11]
    王磊, 蔡晓光, 李孝波, 苏占东, 常晁瑜, 彭达. 西吉县西南山区典型黄土地震滑坡高密度电法物探解译分析[J]. 地球物理学进展, 2020, 35(1):351-357.

    WANG Lei, CAI Xiaoguang, LI Xiaobo, SU Zhandong, CHANG Chaoyu, PENG Da. Interpretation analysis of high-density electrical prospecting of typical seismic loess landslides in the southwestern mountainous area of Xiji county[J]. Progress in Geophysics, 2020, 35(1): 351-357.
    [12]
    孔繁良, 陈超, 孙冠军. 高密度电法在清江水布垭库区滑坡调查中的应用[J]. 工程地球物理学报, 2008, 5(2):201-204.

    KONG Fanliang, CHEN Chao, SUN Guanjun. Application of multi-electrodes electrical method to landslide investigation in Qingjiang Shuibuya reservoir[J]. Chinese Journal of Engineering Geophysics, 2008, 5(2): 201-204.
    [13]
    胡承林, 雷宛, 李红梅, 李敏. 高密度电法在新疆某矿区滑坡勘察中的应用[J]. 物探化探计算技术, 2011, 33(4):430-434. doi: 10.3969/j.issn.1001-1749.2011.04.013

    HU Chenglin, LEI Wan, LI Hongmei, LI Min. Application of the high-density resistivity method to landslide investigation in a mine of Xinjiang[J]. Computing Techniques for Geophysical and Geochemical Exploration, 2011, 33(4): 430-434. doi: 10.3969/j.issn.1001-1749.2011.04.013
    [14]
    江玉乐, 周清强, 黄鑫, 张朝霞. 高密度电阻率法在滑坡探测中的应用[J]. 成都理工大学学报(自然科学版), 2008, 35(5):542-546.

    JIANG Yule, ZHOU Qingqiang, HUANG Xin, ZHANG Zhaoxia. Application of the high density resistivity method to landslide prediction[J]. Journal of Chengdu University of Technology (Science & Technology Edition), 2008, 35(5): 542-546.
    [15]
    杨德龙, 朱丽丽, 黄凡, 葛宝, 董湘龙. 高密度电阻率法在某滑坡探测中的应用[J]. 地质灾害与环境保护, 2011, 22(3):12-15. doi: 10.3969/j.issn.1006-4362.2011.03.002

    YANG Delong, ZHU Lili, HUANG Fan, GE Bao, DONG Xianglong. Applying the method of high density resistivity in the survey of a landslide[J]. Journal of Geological Hazards and Environment Preservation, 2011, 22(3): 12-15. doi: 10.3969/j.issn.1006-4362.2011.03.002
    [16]
    程庆, 庹先国, 葛宝, 李怀良, 王诗东. 高密度电阻率法在四川高川茶园沟滑坡勘察中的应用[J]. 物探与化探, 2012, 36(1):69-72.

    CHENG Qing, TUO Xianguo, GE Bao, LI Huailiang, WANG Shidong. The application of the high-density electrical method to the survey of Chayuangou landslide in Gaochuan[J]. Geophysical & Geochemical Exploration, 2012, 36(1): 69-72.
    [17]
    刘建明. 多道瞬态面波法及高密度电法在滑坡勘查中的应用[J]. 华北自然资源, 2019(4):26-29.

    LIU Jianming. Application of multi-channel transient surface wave method and high-density electrical method in landslide exploration[J]. Huabei Natural Resources, 2019(4): 26-29.
    [18]
    李好. 高密度电法和瞬态瑞利波法在长江沿岸滑坡探测中的综合应用[J]. 工程勘查, 2015, 43(5):83-91.

    LI Hao. Comprehensive application of high-density electrical method and transient Rayleigh wave method in landslide detection along the Yangtze River[J]. Geotechnical Investigation & Surveying, 2015, 43(5): 83-91.
    [19]
    周官群, 翟福勤, 郝志超, 曹煜, 陈兴海, 陈光明, 王宗涛, 苗园园. 高密度电阻率法及地震反射共偏移法在九华山滑坡体探查中的应用[J]. 物探与化探, 2015, 39(4):872-876.

    ZHOU Guanqun, ZHAI Fuqin, HAO Zhichao, CAO Yu, CHEN Xinghai, CHEN Guangming, WANG Zongtao, MIAO Yuanyuan. The application of the multi-electrode resistivity method and reflection seismic method to the landslide detection in the Jiuhua mountain[J]. Geophysical and Geochemical Exploration, 2015, 39(4): 872-876.
    [20]
    张玉池, 温佩琳, 周屹, 李业君. 综合物探在滑坡地质灾害勘察中的应用[J]. 物探与化探, 2007, 31(Suppl.1):9-10, 127.

    ZHANG Yuchi, WEN Peilin, ZHOU Yi, LI Yejun. The application of integrated geophysical techniques to the investigation of landslide geological disasters[J]. Geophysical & Geochemical Exploration, 2007, 31(Suppl.1): 9-10, 127.
    [21]
    张宗辉, 喻璀璨. 综合物探技术在两水滑坡勘察中的应用[J]. 四川地质学报, 2020, 40(1):147-151. doi: 10.3969/j.issn.1006-0995.2020.01.029

    ZHANG Zonghui, YU Cuican. The application of comprehensive geophysical exploration technology to the Shuangshui landslide investigation[J]. Journal of Sichuan Geology, 2020, 40(1): 147-151. doi: 10.3969/j.issn.1006-0995.2020.01.029
    [22]
    Torgoev A, Lamair L, Torgoev I, Havenith H B. A review of recent case studies of landslides investigated in the Tien Shan using microseismic and other geophysical methods[J]. Earthquake-Induced Landslides, 2013: 285-294.
    [23]
    Le Roux O, Jongmans D, Kasperski J, Schwartz S, Potherat P, Lebrouc V, Lagabrielle R, Meric O. Deep geophysical investigation of the large Séchilienne landslide (Western Alps, France) and calibration with geological data[J]. Engineering Geology, 2011, 120(1-4): 18-31.
    [24]
    Marescot L, Monnet R, Chapellier D. Resistivity and induced polarization surveys for slope instability studies in the Swiss Alps[J]. Engineering Geology, 2008, 98(1-2): 18-28.
    [25]
    Carpentier S, Konz M, Fischer R, Anagnostopoulos G, Meusburger K, Schoeck K. Geophysical imaging of shallow subsurface topography and its implication for shallow landslide susceptibility in the Urseren valley, Switzerland[J]. Journal of Applied Geophysics, 2012, 83: 46-56.
    [26]
    Epada D P, Sylvestre G, Tabod T C. Geophysical investigations of a landslide in Kekem area, western Cameroon[J]. International Journal of Geosciences, 2012, 3(4): 780-789.
    [27]
    林锋, 孙赤, 冯亮. 近水平煤层开采诱发崩塌形成机理分析[J]. 中国地质灾害与防治学报, 2013, 24(3):8-12.

    LIN Feng, SUN Chi, FENG Liang. Formation mechanism research of collapse induced by mining in nearly horizontal coal bed[J]. The Chinese Journal of Geological Hazard and Control, 2013, 24(3): 8-12.
    [28]
    林锋, 冯亮, 孙赤, 张维顺, 曾辉. 强烈岩溶控制型崩塌形成机理研究[J]. 工程地质学报, 2015, 23(3):408-414.

    LIN Feng, FENG Liang, Sun Chi, ZHANG Weishun, ZENG Hui. Formation mechanism of rock fall controlled by intensively developed karst[J]. Journal of Engineering Geology, 2015, 23(3): 408-414.
    [29]
    冯亮, 毕芬芬. 威宁县猴场镇幺岩脚崩塌破坏机制初步研究[J]. 内蒙古煤炭经济, 2013(3):42-43. doi: 10.3969/j.issn.1008-0155.2013.10.028

    FENG Liang, BI Fenfen. Preliminary Study on the mechanism of collapse and failure at Yaoyanjiao in Houchang town, Weining county[J]. Inner Mongolia Coal Economy, 2013(3): 42-43. doi: 10.3969/j.issn.1008-0155.2013.10.028
    [30]
    易连兴. 负压水动力场对岩溶滑坡的作用:以威宁猴场滑坡为例[J]. 山地学报, 2020, 38(5):691-698.

    YI Lianxing. Influence of negative hydrodynamic pressure field on landslide: A case study of Houchang landslide in Weining, China[J]. Mountain Research, 2020, 38(5): 691-698.
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