Volume 39 Issue 4
Aug.  2025
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Wang Xianneng, Wang Qinuo, Shi Yanghai. Cause analysis and comprehensive treatment of the Fengshushan landslide[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(4): 558-566. doi: 10.20265/j.cnki.issn.1007-2993.2024-0162
Citation: Wang Xianneng, Wang Qinuo, Shi Yanghai. Cause analysis and comprehensive treatment of the Fengshushan landslide[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(4): 558-566. doi: 10.20265/j.cnki.issn.1007-2993.2024-0162

Cause analysis and comprehensive treatment of the Fengshushan landslide

doi: 10.20265/j.cnki.issn.1007-2993.2024-0162
  • Received Date: 2024-04-12
  • Accepted Date: 2025-01-02
  • Rev Recd Date: 2024-10-31
  • Available Online: 2025-08-08
  • Publish Date: 2025-08-08
  • The Fengshushan landslide is a traction landslide caused by a cutting slope of engineering construction. Through geological survey, drilling, well exploration, soil test, and comprehensive analysis, the development process of landslide, the basic characteristics of landslide, and the geotechnical characteristics of fault zone were found out, and the stability and deformation trend of landslide were systematically analyzed. Comprehensive treatment measures such as cutting slope and reducing load, setting up the anti-slide pile and anchor cable (anchor rod) frame beam combined support structure, drainage system improvement, and slope greening were put forward. The results show that the geological conditions in the study area are complex, faults are developed and groundwater is abundant in the tectonic belt. The mechanical properties of the silty clay formed from the weathering of the fault structural rock are weak, which are the important conditions for the formation of landslides. Excavation of slope feet and continuous heavy rainfall are the main inducement of landslides. The research results provide a reference for urban geological surveys and similar landslide engineering prevention.

     

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  • [1]
    中国地质灾害防治与生态修复协会. 中国地质灾害防治指南[M]. 北京: 地质出版社, 2023. (China Association for Geological Disaster Prevention and Ecological Restoration. Guide to geological disaster prevention and control in China[M]. Beijing: Geological Publishing House, 2023. (in Chinese)

    China Association for Geological Disaster Prevention and Ecological Restoration. Guide to geological disaster prevention and control in China[M]. Beijing: Geological Publishing House, 2023. (in Chinese)
    [2]
    袁从华, 童志怡, 卢海峰. 牵引式滑坡特征及主被动加固比较分析[J]. 岩土力学,2008,29(10):2853-2858. (YUAN C H, TONG Z Y, LU H F. Analysis of characteristics of retrogressive landslide and comparison between active and passive reinforcements[J]. Rock and Soil Mechanics,2008,29(10):2853-2858. (in Chinese) doi: 10.3969/j.issn.1000-7598.2008.10.049

    YUAN C H, TONG Z Y, LU H F. Analysis of characteristics of retrogressive landslide and comparison between active and passive reinforcements[J]. Rock and Soil Mechanics, 2008, 29(10): 2853-2858. (in Chinese) doi: 10.3969/j.issn.1000-7598.2008.10.049
    [3]
    第四铁路工程局第三勘测设计总队. 鹰厦线滑坡整治调查报告[J]. 铁道建筑, 1974(2): 1-10. (The Third Survey and Design Team of the Fourth Railway Engineering Bureau. Investigation report on landslide remediation of Yingtan-Xiamen railway line[J]. Railway Engineering, 1974(2): 1-10. (in Chinese)

    The Third Survey and Design Team of the Fourth Railway Engineering Bureau. Investigation report on landslide remediation of Yingtan-Xiamen railway line[J]. Railway Engineering, 1974(2): 1-10. (in Chinese)
    [4]
    徐邦栋, 王恭先. 滑坡防治研究[J]. 中国铁道科学,1980,2(1):110-122. (XU B D, WANG G X. On the prevention and measure of landslides[J]. China Railway Science,1980,2(1):110-122. (in Chinese)

    XU B D, WANG G X. On the prevention and measure of landslides[J]. China Railway Science, 1980, 2(1): 110-122. (in Chinese)
    [5]
    孙立娟, 杨 涛, 成启航, 等. 牵引式滑坡渐进形成历程试验研究[J]. 西南交通大学学报,2018,53(4):762-771. (SUN L J, YANG T, CHENG Q H, et al. Experimental study on couse of progressive formation of retrogressive landslide[J]. Journal of Southwest Jiaotong University,2018,53(4):762-771. (in Chinese) doi: 10.3969/j.issn.0258-2724.2018.04.014

    SUN L J, YANG T, CHENG Q H, et al. Experimental study on couse of progressive formation of retrogressive landslide[J]. Journal of Southwest Jiaotong University, 2018, 53(4): 762-771. (in Chinese) doi: 10.3969/j.issn.0258-2724.2018.04.014
    [6]
    戈金华. 暴雨条件引发牵引式滑坡变形机理及治理措施研究[J]. 福建建材, 2023(11): 70-72, 87. (GE J H. Study on deformation mechanism and control measures of retrogressive landslide caused by rainstorm[J]. Fujian Building Materials, 2023(11): 70-72, 87. (in Chinese)

    GE J H. Study on deformation mechanism and control measures of retrogressive landslide caused by rainstorm[J]. Fujian Building Materials, 2023(11): 70-72, 87. (in Chinese)
    [7]
    王瑞春, 王雪彤. 复杂条件下路堑边坡失稳变形机制分析和治理设计[J]. 岩土工程技术,2022,36(6):469-476. (WANG R C, WANG X T. Instability and deformation mechanism analysis and treatment design of cutting slope under complex conditions[J]. Geotechnical Engineering Technique,2022,36(6):469-476. (in Chinese) doi: 10.3969/j.issn.1007-2993.2022.06.009

    WANG R C, WANG X T. Instability and deformation mechanism analysis and treatment design of cutting slope under complex conditions[J]. Geotechnical Engineering Technique, 2022, 36(6): 469-476. (in Chinese) doi: 10.3969/j.issn.1007-2993.2022.06.009
    [8]
    张雄伟, 赖国泉, 张乾翼. 天水屈坪村滑坡稳定性分析及整治措施研究[J]. 岩土工程技术,2024,38(4):459-464. (ZHANG X W, LAI G Q, ZHANG Q Y. Stability analysis and treatment measures of landslide in Quping village, Tianshui[J]. Geotechnical Engineering Technique,2024,38(4):459-464. (in Chinese) doi: 10.3969/j.issn.1007-2993.2024.04.015

    ZHANG X W, LAI G Q, ZHANG Q Y. Stability analysis and treatment measures of landslide in Quping village, Tianshui[J]. Geotechnical Engineering Technique, 2024, 38(4): 459-464. (in Chinese) doi: 10.3969/j.issn.1007-2993.2024.04.015
    [9]
    《深圳市气象志》编纂委员会. 深圳市气象志[M]. 北京: 气象出版社, 2020: 12. (Compilation Committee of Meteorological Records of Shenzhen. Meteorological records of Shenzhen[M]. Beijing: Meteorological Press, 2020: 12. (in Chinese)

    Compilation Committee of Meteorological Records of Shenzhen. Meteorological records of Shenzhen[M]. Beijing: Meteorological Press, 2020: 12. (in Chinese)
    [10]
    孙 岩, 韩克丛. 断裂构造岩带的划分[M]. 北京: 科学出版社, 1985. (SUN Y, HAN K C. Division of fault tectonic rock zones[M]. Beijing: Science Press, 1985. (in Chinese)

    SUN Y, HAN K C. Division of fault tectonic rock zones[M]. Beijing: Science Press, 1985. (in Chinese)
    [11]
    刘永江, 刘正宏, 徐仲元, 等. 地质构造形迹识别鉴定手册[M]. 北京: 地质出版社, 2006. (LIU Y J, LIU Z H, XU Z Y, et al. Handbook of geological structure identification[M]. Beijing: Geological Publishing House, 2006. (in Chinese)

    LIU Y J, LIU Z H, XU Z Y, et al. Handbook of geological structure identification[M]. Beijing: Geological Publishing House, 2006. (in Chinese)
    [12]
    郑颖人, 陈祖煜, 王恭先, 等. 边坡与滑坡工程治理[M]. 2版. 北京: 人民交通出版社, 2010. (ZHENG Y R, CHEN Z Y, WANG G X, et al. Engineering treatment of slope & landslide[M]. 2nd ed. Beijing: China Communications Press, 2010. (in Chinese)

    ZHENG Y R, CHEN Z Y, WANG G X, et al. Engineering treatment of slope & landslide[M]. 2nd ed. Beijing: China Communications Press, 2010. (in Chinese)
    [13]
    国家市场监督管理总局, 国家标准化管理委员会. 滑坡防治设计规范: GB/T 38509–2020[S]. 北京: 中国标准出版社, 2020. (State Administration for Market Regulation, Standardization Administration. Code for the design of landslide stabilization: GB/T 38509–2020[S]. Beijing: Standards Press of China, 2020. (in Chinese)

    State Administration for Market Regulation, Standardization Administration. Code for the design of landslide stabilization: GB/T 38509–2020[S]. Beijing: Standards Press of China, 2020. (in Chinese)
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