China Geological Environment Monitoring Institute, China Geological Disaster Prevention Engineering Industry AssociationHost
Advanced Search
Previous Article Next Article
2025 Vol. 36, No. 5
Article Contents
Article navigation > The Chinese Journal of Geological Hazard and Control > 2025 > 36(5): 21-32
Next Article Previous Article

MA Xiaowen, HUANG Xiaohu, YANG Lanyao. Study on deformation mechanism of large expansive soil landslide under rainfall and reservoir water[J]. The Chinese Journal of Geological Hazard and Control, 2025, 36(5): 21-32. doi: 10.16031/j.cnki.issn.1003-8035.202407031
Citation: MA Xiaowen, HUANG Xiaohu, YANG Lanyao. Study on deformation mechanism of large expansive soil landslide under rainfall and reservoir water[J]. The Chinese Journal of Geological Hazard and Control, 2025, 36(5): 21-32. doi: 10.16031/j.cnki.issn.1003-8035.202407031
shu

Study on deformation mechanism of large expansive soil landslide under rainfall and reservoir water

  • 1.

    College of Civil Engineering and Architecture, China Three Gorges University, Yichang, Hubei　443002, China

  • 2.

    Key Laboratory of Geological Hazards of the Three Gorges Reservoir Area （China Three Gorges University）, Ministry of Education, Yichang, Hubei　443002, China

  • 3.

    Sixth Geological Brigade, Geological Bureau of Hubei Province, Xiaogan, Hubei,　432000, China

More Information
Received Date:  30 July 2024
Revised Date:  19 November 2024
Accepted Date:  09 January 2025
Publish Date:  25 October 2025
    Abstract

  • Rainfall and reservoir water are the most common factors inducing shallow landslide deformation. For large expansive soil landslides, the combined effects of rainfall and reservoir water on deformation and failure mechanisms are often overlooked. In order to effectively explore the deformation mechanism of large expansive soil landslide under the combined influence of rainfall and reservoir water, this paper takes Jingang village landslide in Yunyang District, Shiyan City as a case study. Based on a comprehensive analysis of rainfall, reservoir water level fluctuations, and GNSS monitoring data, combined with field geological exploration data and macro inspection information, numerical simulation was conducted for the Jingang village landslide in the Danjiangkou Reservoir area. The simulations considered reservoir water level fluctuations, rainfall, and multi-factor interactions. The results indicate the following: (1) The Jingang village landslide exhibitis an overall slow deformation trend, with rainfall having a significantly greater impact on landslide deformation compared to reservoir water fluctuations. (2) Rainfall and reservoir water levels show different response modes in influencing expansive soil landslides. Heavy rainfall plays a dominant role in triggering landslide deformation and failure, while reservoir water level fluctuations have a relatively smaller impact, primarily affecting the landslide’s front edge. The combined influence of rainfall and reservoir water levels results in more pronounced stability damage. (3) Continuous deformation of expansive soil landslide under the combined influence of rainfall and reservoir water is affected by external factors and reduced internal strength.

    • FullText(HTML)
  • 加载中
    • References
  • [1] 叶为民, 孔令伟, 胡瑞林, 等. 膨胀土滑坡与工程边坡新型防治技术与工程示范研究[J]. 岩土工程学报, 2022, 44(7): 1295 − 1309. [YE Weimin, KONG Lingwei, HU Ruilin, et al. New prevention and treatment techniques and their applications to landslides and engineering slopes of expansive soils[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(7): 1295 − 1309. (in Chinese with English abstract)]

    Google Scholar

    YE Weimin, KONG Lingwei, HU Ruilin, et al. New prevention and treatment techniques and their applications to landslides and engineering slopes of expansive soils［J］. Chinese Journal of Geotechnical Engineering, 2022, 44（7）: 1295 − 1309. （in Chinese with English abstract）

    Google Scholar

    [2] 陈孜, 黄观文, 白正伟, 等. 基于低成本毫米级GNSS技术的膨胀土边坡现场监测[J]. 中南大学学报(自然科学版), 2022, 53(1): 214 − 224. [CHEN Zi, HUANG Guanwen, BAI Zhengwei, et al. Field monitoring of expansive soil slope based on low-cost millimeter-sized GNSS technology[J]. Journal of Central South University (Science and Technology), 2022, 53(1): 214 − 224. (in Chinese with English abstract)] doi: 10.11817/j.issn.1672-7207.2022.01.016

    CrossRef Google Scholar

    CHEN Zi, HUANG Guanwen, BAI Zhengwei, et al. Field monitoring of expansive soil slope based on low-cost millimeter-sized GNSS technology［J］. Journal of Central South University （Science and Technology）, 2022, 53（1）: 214 − 224. （in Chinese with English abstract） doi: 10.11817/j.issn.1672-7207.2022.01.016

    CrossRef Google Scholar

    [3] 刘特洪. 工程建设中的膨胀土问题[M]. 北京: 中国建筑工业出版社, 1997. [LIU Tehong. The problems of expensive soils in engineering [M]. Beijing: China Architecture & Building Press, 1997. (in Chinese)]

    Google Scholar

    LIU Tehong. The problems of expensive soils in engineering ［M］. Beijing: China Architecture & Building Press, 1997. （in Chinese）

    Google Scholar

    [4] 程雪, 王彩虹, 卢勇鹏. 库区某膨胀土岸坡稳定性分析及治理措施[J]. 水电与新能源, 2022, 36(8): 55 − 59. [CHENG Xue, WANG Caihong, LU Yongpeng. Stability analysis and treatment measures of an expansive soil bank slope in a reservoir area[J]. Hydropower and New Energy, 2022, 36(8): 55 − 59. (in Chinese with English abstract)]

    Google Scholar

    CHENG Xue, WANG Caihong, LU Yongpeng. Stability analysis and treatment measures of an expansive soil bank slope in a reservoir area［J］. Hydropower and New Energy, 2022, 36（8）: 55 − 59. （in Chinese with English abstract）

    Google Scholar

    [5] 钟源, 李远耀, 殷坤龙, 等. 基于物理模型试验的厚层堆积层滑坡强降雨触发机制[J]. 地球科学, 2023, 48(10): 3912 − 3924. [ZHONG Yuan, LI Yuanyao, YIN Kunlong, et al. Failure mechanism of thick colluvium landslide triggered by heavy rainfall based on model test[J]. Earth Science, 2023, 48(10): 3912 − 3924. (in Chinese with English abstract)]

    Google Scholar

    ZHONG Yuan, LI Yuanyao, YIN Kunlong, et al. Failure mechanism of thick colluvium landslide triggered by heavy rainfall based on model test［J］. Earth Science, 2023, 48（10）: 3912 − 3924. （in Chinese with English abstract）

    Google Scholar

    [6] 石雨. 考虑滑坡类型的滑坡易发性预测及其全概率危险性预警建模研究[D]. 南昌: 南昌大学, 2022. [SHI Yu. Study on landslide susceptibility prediction and its full probability risk early warning modeling considering landslide types[D]. Nanchang: Nanchang University, 2022. (in Chinese with English abstract)]

    Google Scholar

    SHI Yu. Study on landslide susceptibility prediction and its full probability risk early warning modeling considering landslide types［D］. Nanchang: Nanchang University, 2022. （in Chinese with English abstract）

    Google Scholar

    [7] 陈尚法, 温世亿, 冷星火, 等. 南水北调中线一期工程膨胀土渠坡处理措施[J]. 人民长江, 2010, 41(16): 65 − 68. [CHEN Shangfa, WEN Shiyi, LENG Xinghuo, et al. Treatment measures for expansive-soil canal slope of Phase Ⅰ works of middle route project of S-N water diversion[J]. Yangtze River, 2010, 41(16): 65 − 68. (in Chinese with English abstract)]

    Google Scholar

    CHEN Shangfa, WEN Shiyi, LENG Xinghuo, et al. Treatment measures for expansive-soil canal slope of Phase Ⅰ works of middle route project of S-N water diversion［J］. Yangtze River, 2010, 41（16）: 65 − 68. （in Chinese with English abstract）

    Google Scholar

    [8] 王文生, 谢永利, 梁军林. 膨胀土路堑边坡的破坏型式和稳定性[J]. 长安大学学报(自然科学版), 2005, 25(1): 20 − 24. [WANG Wensheng, XIE Yongli, LIANG Junlin. Classification of expansive clay slope on road cutting[J]. Journal of Chang’an University (Natural Science Edition), 2005, 25(1): 20 − 24. (in Chinese with English abstract)] doi: 10.3321/j.issn:1671-8879.2005.01.005

    CrossRef Google Scholar

    WANG Wensheng, XIE Yongli, LIANG Junlin. Classification of expansive clay slope on road cutting［J］. Journal of Chang’an University （Natural Science Edition）, 2005, 25（1）: 20 − 24. （in Chinese with English abstract） doi: 10.3321/j.issn:1671-8879.2005.01.005

    CrossRef Google Scholar

    [9] 熊子超. 膨胀土岸坡稳定性模型试验和数值模拟研究[D]. 南昌: 南昌大学, 2021. [XIONG Zichao. Study on model test and numerical simulation of bank slope stability of expansive soil [D]. Nanchang: Nanchang University, 2021. (in Chinese with English abstract)]

    Google Scholar

    XIONG Zichao. Study on model test and numerical simulation of bank slope stability of expansive soil ［D］. Nanchang: Nanchang University, 2021. （in Chinese with English abstract）

    Google Scholar

    [10] 龚壁卫. 膨胀土裂隙、强度及其与边坡稳定的关系[J]. 长江科学院院报, 2022, 39(10): 1 − 7. [GONG Biwei. Relationship of fracture and strength with stability of expansive soils[J]. Journal of Yangtze River Scientific Research Institute, 2022, 39(10): 1 − 7. (in Chinese with English abstract)] doi: 10.11988/ckyyb.20220271

    CrossRef Google Scholar

    GONG Biwei. Relationship of fracture and strength with stability of expansive soils［J］. Journal of Yangtze River Scientific Research Institute, 2022, 39（10）: 1 − 7. （in Chinese with English abstract） doi: 10.11988/ckyyb.20220271

    CrossRef Google Scholar

    [11] 郭永春, 刘家志, 尤安俊, 等. 基于颗粒堆积模型的膨胀土结构膨胀机制[J]. 工程地质学报, 2025, 33(1): 58 − 65. [GUO Yongchun, LIU Jiazhi, YOU Anjun, et al. Expansion mechanism of expansive soil structure based on particle packing model[J]. Journal of Engineering Geology, 2025, 33(1): 58 − 65.(in Chinese with English abstract)]

    Google Scholar

    GUO Yongchun, LIU Jiazhi, YOU Anjun, et al. Expansion mechanism of expansive soil structure based on particle packing model［J］. Journal of Engineering Geology, 2025, 33（1）: 58 − 65.（in Chinese with English abstract）

    Google Scholar

    [12] QI Shunchao, VANAPALLI S K. Hydro-mechanical coupling effect on surficial layer stability of unsaturated expansive soil slopes[J]. Computers and Geotechnics, 2015, 70: 68 − 82. doi: 10.1016/j.compgeo.2015.07.006

    CrossRef Google Scholar

    [13] 李晋鹏, 汪磊, 王俊, 等. 考虑抗剪强度衰减特性的膨胀土边坡稳定性分析[J]. 中国地质灾害与防治学报, 2022, 33(6): 29 − 36. [LI Jinpeng, WANG Lei, WANG Jun, et al. Stability analysis of expansive soil slopes considering shear strength decay characteristics[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(6): 29 − 36. (in Chinese with English abstract)]

    Google Scholar

    LI Jinpeng, WANG Lei, WANG Jun, et al. Stability analysis of expansive soil slopes considering shear strength decay characteristics［J］. The Chinese Journal of Geological Hazard and Control, 2022, 33（6）: 29 − 36. （in Chinese with English abstract）

    Google Scholar

    [14] 陈亮胜, 韦秉旭, 廖欢, 等. 膨胀土边坡非饱和渗流及渐进性破坏耦合分析[J]. 水文地质工程地质, 2020, 47(4): 132 − 140. [CHEN Liangsheng, WEI Bingxu, LIAO Huan, et al. A coupling analysis of unsaturated seepage and progressive failure of an expansive soil slope[J]. Hydrogeology & Engineering Geology, 2020, 47(4): 132 − 140. (in Chinese with English abstract)]

    Google Scholar

    CHEN Liangsheng, WEI Bingxu, LIAO Huan, et al. A coupling analysis of unsaturated seepage and progressive failure of an expansive soil slope［J］. Hydrogeology & Engineering Geology, 2020, 47（4）: 132 − 140. （in Chinese with English abstract）

    Google Scholar

    [15] 郭瑞, 张建华, 蒋红, 等. 基于主成分分析法的安康地区膨胀土膨胀变形影响指标分析[J]. 工程地质学报, 2023, 31(5): 1535 − 1542. [GUO Rui, ZHANG Jianhua, JIANG Hong, et al. Research on influencing factors of expansive deformation of expansive soil in Ankang area based on pca[J]. Journal of Engineering Geology, 2023, 31(5): 1535 − 1542. (in Chinese with English abstract)]

    Google Scholar

    GUO Rui, ZHANG Jianhua, JIANG Hong, et al. Research on influencing factors of expansive deformation of expansive soil in Ankang area based on pca［J］. Journal of Engineering Geology, 2023, 31（5）: 1535 − 1542. （in Chinese with English abstract）

    Google Scholar

    [16] 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(增刊1): 386 − 392. [SI Guangwu, JIANG Liangwei, LUO Qiang, et al. Analysis on the effect of determinants on the expansive soil slope stability[J]. Chinese Journal of Underground Space and Engineering, 2016, 12(Sup 1): 386 − 392. (in Chinese with English abstract)]

    Google Scholar

    SI Guangwu, JIANG Liangwei, LUO Qiang, et al. Analysis on the effect of determinants on the expansive soil slope stability［J］. Chinese Journal of Underground Space and Engineering, 2016, 12（Sup 1）: 386 − 392. （in Chinese with English abstract）

    Google Scholar

    [17] 程展林, 丁金华, 饶锡保, 等. 膨胀土边坡物理模型试验研究[J]. 岩土工程学报, 2014, 36(4): 716 − 723. [CHENG Zhanlin, DING Jinhua, RAO Xibao, et al. Physical model tests on expansive soil slopes[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(4): 716 − 723. (in Chinese with English abstract)]

    Google Scholar

    CHENG Zhanlin, DING Jinhua, RAO Xibao, et al. Physical model tests on expansive soil slopes［J］. Chinese Journal of Geotechnical Engineering, 2014, 36（4）: 716 − 723. （in Chinese with English abstract）

    Google Scholar

    [18] KHAN M S, HOSSAIN S, AHMED A, et al. Investigation of a shallow slope failure on expansive clay in Texas[J]. Engineering Geology, 2017, 219: 118 − 129. doi: 10.1016/j.enggeo.2016.10.004

    CrossRef Google Scholar

    [19] ZHANG Jiaming, LUO Yi, ZHOU Zhi, et al. Research on the rainfall-induced regional slope failures along the Yangtze River of Anhui, China[J]. Landslides, 2021, 18(5): 1801 − 1821. doi: 10.1007/s10346-021-01623-7

    CrossRef Google Scholar

    [20] ZHANG Jiaming, LUO Yi, ZHOU Zhi, et al. Effects of preferential flow induced by desiccation cracks on slope stability[J]. Engineering Geology, 2021, 288: 106164. doi: 10.1016/j.enggeo.2021.106164

    CrossRef Google Scholar

    [21] 黄晓虎, 张芷宁, 张鹏, 等. 不同降雨条件下非饱和裂隙土优势流入渗特征研究[J]. 中国地质灾害与防治学报, 2025, 36(4): 73 − 84. [HUANG Xiaohu, ZHANG Zhining, ZHANG Peng, et al . Dominant infiltration characteristics of unsaturated fissure soil under different rainfall conditions[J]. The Chinese Journal of Geological Hazard and Control, 2025, 36(4): 73 − 84.(in Chinese with English abstract)]

    Google Scholar

    HUANG Xiaohu, ZHANG Zhining, ZHANG Peng, et al . Dominant infiltration characteristics of unsaturated fissure soil under different rainfall conditions［J］. The Chinese Journal of Geological Hazard and Control, 2025, 36（4）: 73 − 84.（in Chinese with English abstract）

    Google Scholar

    [22] 李斌, 鞠远江, 宋博, 等 . 膨胀土裂隙对渠坡渗透性及工程效应影响研究[J]. 中国地质灾害与防治学报, 2024, 35(6): 137 − 144. [LI Bin, JU Yuanjiang, SONG Bo, et al. Study on the effect of fissures in expansive soils on permeability and engineering effects of canal slopes[J]. The Chinese Journal of Geological Hazard and Control, 2024, 35(6): 137 − 144.(in Chinese with Englishabstract)]

    Google Scholar

    LI Bin, JU Yuanjiang, SONG Bo, et al. Study on the effect of fissures in expansive soils on permeability and engineering effects of canal slopes［J］. The Chinese Journal of Geological Hazard and Control, 2024, 35（6）: 137 − 144.（in Chinese with Englishabstract）

    Google Scholar

    • Relative Articles
  • Cited by
  • Supplements
    • Proportional views
  • 加载中
通讯作者: 陈斌, bchen63@163.com
  • 1. 

    沈阳化工大学材料科学与工程学院 沈阳 110142

  1. 本站搜索
  2. 百度学术搜索
  3. 万方数据库搜索
  4. CNKI搜索

Figures(11)

Tables(3)

Export Citation
PDF
XML

Article Metrics

Article views(127) PDF downloads(0) Cited by(0)

Access History

Other Articles By Authors

Catalog

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    版权所有：中国地质调查局发展研究中心 copyright @2020