2024 Vol. 51, No. 2
Article Contents

LIU Jiayi, CHEN Chunli, FU Yukai, WANG Chenxing, LI Tonglu, XIAO Ruihua, LIU Yanhui. Mechanism of rainfall-induced shallow landslide and stability prediction model[J]. Hydrogeology & Engineering Geology, 2024, 51(2): 183-191. doi: 10.16030/j.cnki.issn.1000-3665.202306051
Citation: LIU Jiayi, CHEN Chunli, FU Yukai, WANG Chenxing, LI Tonglu, XIAO Ruihua, LIU Yanhui. Mechanism of rainfall-induced shallow landslide and stability prediction model[J]. Hydrogeology & Engineering Geology, 2024, 51(2): 183-191. doi: 10.16030/j.cnki.issn.1000-3665.202306051

Mechanism of rainfall-induced shallow landslide and stability prediction model

More Information
  • The rainfall-induced shallow landslides are primarily debris landslides, which features simultaneity with significant hazard, and the hydrological response mechanism of water table and soil moisture content to precipitation of this type of landslide is sophisticated, which makes it difficult to predict the slope stability accurately. To further study the influence of the rainfall-triggered internal hydrological responses on slope-stability, on-site precipitation infiltration monitoring, correlation analysis and mechanical analysis were carried out on the Houshanli landslide in Qingchuan County, Sichuan Province. The relationship between precipitation and water table was proposed based on climate and hydrological monitoring data obtained within three year interval. The response of rainfall infiltration, soil volumetric water content and water table were analyzed. The results indicate that: (1) groundwater exhibits periodic fluctuations throughout the year, characterized by three phases of slow decline, rapid decline, and rapid ascent; a linear negative correlation between precipitation and water table was found, and no significant correlation was observed with the water table increment; (2) through the infinite slope model and the relationship between precipitation and water table, a prediction model for shallow landslide stability was constructed. The precipitation threshold (81.8 mm/d) and water table threshold (0.73 m) were determined which has good agreement with the actual situations. This provides an early warning method for rainfall-induced shallow landslides by monitoring these two factors.

  • 加载中
  • [1] 李艳杰,唐亚明,邓亚虹,等. 降雨型浅层黄土滑坡危险性评价与区划——以山西柳林县为例[J]. 中国地质灾害与防治学报,2022,33(2):105 − 114. [LI Yanjie,TANG Yaming,DENG Yahong,et al. Hazard assessment of shallow loess landslides induced by rainfall:A case study of Liulin County of Shanxi Province[J]. The Chinese Journal of Geological Hazard and Control,2022,33(2):105 − 114. (in Chinese with English abstract)] doi: 10.16031/j.cnki.issn.1003-8035.2022.02-13

    CrossRef Google Scholar

    LI Yanjie, TANG Yaming, DENG Yahong, et al. Hazard assessment of shallow loess landslides induced by rainfall: A case study of Liulin County of Shanxi Province[J]. The Chinese Journal of Geological Hazard and Control, 2022, 332): 105114. (in Chinese with English abstract) doi: 10.16031/j.cnki.issn.1003-8035.2022.02-13

    CrossRef Google Scholar

    [2] 常金源,包含,伍法权,等. 降雨条件下浅层滑坡稳定性探讨[J]. 岩土力学,2015,36(4):995 − 1001. [CHANG Jinyuan,BAO Han,WU Faquan,et al. Discussion on stability of shallow landslide under rainfall[J]. Rock and Soil Mechanics,2015,36(4):995 − 1001. (in Chinese with English abstract)]

    Google Scholar

    CHANG Jinyuan, BAO Han, WU Faquan, et al. Discussion on stability of shallow landslide under rainfall[J]. Rock and Soil Mechanics, 2015, 364): 9951001. (in Chinese with English abstract)

    Google Scholar

    [3] 沈佳,董岩松,简文彬,等. 台风暴雨型土质滑坡演化过程研究[J]. 工程地质学报,2020,28(6):1290 − 1299. [SHEN Jia,DONG Yansong,JIAN Wenbin,et al. Study on evolution process of landslides triggered by typhoon rainstorm[J]. Journal of Engineering Geology,2020,28(6):1290 − 1299. (in Chinese with English abstract)] doi: 10.13544/j.cnki.jeg.2019-540

    CrossRef Google Scholar

    SHEN Jia, DONG Yansong, JIAN Wenbin, et al. Study on evolution process of landslides triggered by typhoon rainstorm[J]. Journal of Engineering Geology, 2020, 286): 12901299. (in Chinese with English abstract) doi: 10.13544/j.cnki.jeg.2019-540

    CrossRef Google Scholar

    [4] 自然资源部. 全国地质灾害通报[R]. 北京:中国地质环境监测院. 2023. [Ministry of Land and Resources,PRC. China Geological Hazard Bulletin[R]. Beijing:China Inistitute of Geological Environment Monitoring. 2023. (in Chinese)].]

    Google Scholar

    Ministry of Land and Resources, PRC. China Geological Hazard Bulletin[R]. Beijing: China Inistitute of Geological Environment Monitoring. 2023. (in Chinese)].

    Google Scholar

    [5] 李媛,孟晖,董颖,等. 中国地质灾害类型及其特征——基于全国县市地质灾害调查成果分析[J]. 中国地质灾害与防治学报,2004,15(2):29 − 34. [LI Yuan,MENG Hui,DONG Ying,et al. Main Types and characterisitics of geo-hazard in China:Based on the results of geo-hazard survey in 290 counties[J]. The Chinese Journal of Geological Hazard and Control,2004,15(2):29 − 34. (in Chinese with English abstract)]

    Google Scholar

    LI Yuan, MENG Hui, DONG Ying, et al. Main Types and characterisitics of geo-hazard in China: Based on the results of geo-hazard survey in 290 counties[J]. The Chinese Journal of Geological Hazard and Control, 2004, 152): 2934. (in Chinese with English abstract)

    Google Scholar

    [6] 李绍红,朱建东,王少阳,等. 考虑降雨类型的基岩型浅层边坡稳定性分析方法[J]. 水文地质工程地质,2018,45(2):131 − 135. [LI Shaohong,ZHU Jiandong,WANG Shaoyang,et al. Stability analysis methods for the bedrock shallow slope considering rainfall types[J]. Hydrogeology & Engineering Geology,2018,45(2):131 − 135. (in Chinese with English abstract)]

    Google Scholar

    LI Shaohong, ZHU Jiandong, WANG Shaoyang, et al. Stability analysis methods for the bedrock shallow slope considering rainfall types[J]. Hydrogeology & Engineering Geology, 2018, 452): 131135. (in Chinese with English abstract)

    Google Scholar

    [7] 朱晓霞,张力,杨树文. 降雨引发的兰州黄土滑坡时空规律分析和临界降雨量预测[J]. 中国地质灾害与防治学报,2019,30(4):24 − 31. [ZHU Xiaoxia,ZHANG Li,YANG Shuwen. Characteristics of rainfall-induced loess landslides and their threshold rainfall in Lanzhou[J]. The Chinese Journal of Geological Hazard and Control,2019,30(4):24 − 31. (in Chinese with English abstract)]

    Google Scholar

    ZHU Xiaoxia, ZHANG Li, YANG Shuwen. Characteristics of rainfall-induced loess landslides and their threshold rainfall in Lanzhou[J]. The Chinese Journal of Geological Hazard and Control, 2019, 304): 2431. (in Chinese with English abstract)

    Google Scholar

    [8] 石振明,赵思奕,苏越. 降雨作用下堆积层滑坡的模型试验研究[J]. 水文地质工程地质,2016,43(4):135 − 140. [SHI Zhenming,ZHAO Siyi,SU Yue. An experimental study of the deposit slope failure caused by rainfall[J]. Hydrogeology & Engineering Geology,2016,43(4):135 − 140. (in Chinese with English abstract)]

    Google Scholar

    SHI Zhenming, ZHAO Siyi, SU Yue. An experimental study of the deposit slope failure caused by rainfall[J]. Hydrogeology & Engineering Geology, 2016, 434): 135140. (in Chinese with English abstract)

    Google Scholar

    [9] WANG Genlong,LI Tonglu,XING Xianli,et al. Research on loess flow-slides induced by rainfall in July 2013 in Yan’an,NW China[J]. Environmental Earth Sciences,2015,73(12):7933 − 7944. doi: 10.1007/s12665-014-3951-9

    CrossRef Google Scholar

    [10] WEI Ling,YANG Moyuan,LI Zhu,et al. Experimental investigation of relationship between infiltration rate and soil moisture under rainfall conditions[J]. Water,2022,14(9):1347. doi: 10.3390/w14091347

    CrossRef Google Scholar

    [11] 王高峰,李浩,田运涛,等. 甘肃省白龙江流域典型高位堆积层滑坡成因机制研究及其危险性预测[J]. 岩石力学与工程学报,2023,42(4):1003 − 1018. [WANG Gaofeng,LI Hao,TIAN Yuntao,et al. Study on the formation mechanism and risk prediction of high-level accumulation landslides in Bailongjiang River Basin,Gansu Province[J]. Chinese Journal of Rock Mechanics and Engineering,2023,42(4):1003 − 1018. (in Chinese with English abstract)]

    Google Scholar

    WANG Gaofeng, LI Hao, TIAN Yuntao, et al. Study on the formation mechanism and risk prediction of high-level accumulation landslides in Bailongjiang River Basin, Gansu Province[J]. Chinese Journal of Rock Mechanics and Engineering, 2023, 424): 10031018. (in Chinese with English abstract)

    Google Scholar

    [12] RICHARDS L A. Capillary conduction of liquids through porous mediums[J]. Physics,1931,1(5):318 − 333. doi: 10.1063/1.1745010

    CrossRef Google Scholar

    [13] GREEN W H,AMPT G A. Studies on soil phyics[J]. The Journal of Agricultural Science,1911,4(1):1 − 24. doi: 10.1017/S0021859600001441

    CrossRef Google Scholar

    [14] SURYAKANT B T,PALLERLA V. Comparative performance of different infiltration models for prediction of infiltration rate under different land-use conditions[J]. Environmental Earth Sciences,2023,82(4):112. doi: 10.1007/s12665-023-10808-3

    CrossRef Google Scholar

    [15] 宋宜祥,尹子航,黄达. 基于Green-Ampt模型的多层结构边坡降雨入渗改进计算方法及稳定性影响研究[J]. 水文地质工程地质,2022,49(6):162 − 170. [SONG Yixiang,YIN Zihang,HUANG Da. Rainfall infiltration process of multi-layer slope based on improved Green-Ampt model stability analysis[J]. Hydrogeology & Engineering Geology,2022,49(6):162 − 170. (in Chinese with English abstract)] doi: 10.16030/j.cnki.issn.1000-3665.202111011

    CrossRef Google Scholar

    SONG Yixiang, YIN Zihang, HUANG Da. Rainfall infiltration process of multi-layer slope based on improved Green-Ampt model stability analysis[J]. Hydrogeology & Engineering Geology, 2022, 496): 162170. (in Chinese with English abstract) doi: 10.16030/j.cnki.issn.1000-3665.202111011

    CrossRef Google Scholar

    [16] PHILIP J R. The theory of infiltration[J]. Soil Science,1957,83(5):345 − 358. doi: 10.1097/00010694-195705000-00002

    CrossRef Google Scholar

    [17] ALBALASMEH A A,ALGHZAWI M Z,GHARAIBEH M A,et al. Assessment of the effect of irrigation with treated wastewater on soil properties and on the performance of infiltration models[J]. Water,2022,14(9):1520. doi: 10.3390/w14091520

    CrossRef Google Scholar

    [18] MEIN R G,LARSON C L. Modeling infiltration during a steady rain[J]. Water Resources Research,1973,9(2):384 − 394. doi: 10.1029/WR009i002p00384

    CrossRef Google Scholar

    [19] 胡庆,吴益平,苗发盛,等. 基于Mein-Larson入渗模型的凹形边坡稳定性分析[J]. 中国地质灾害与防治学报,2021,32(6):26 − 35. [HU Qing,WU Yiping,MIAO Fasheng,et al. Stability analysis of concave slope based on Mein-Larson infiltration model[J]. The Chinese Journal of Geological Hazard and Control,2021,32(6):26 − 35. (in Chinese with English abstract)]

    Google Scholar

    HU Qing, WU Yiping, MIAO Fasheng, et al. Stability analysis of concave slope based on Mein-Larson infiltration model[J]. The Chinese Journal of Geological Hazard and Control, 2021, 326): 2635. (in Chinese with English abstract)

    Google Scholar

    [20] KOSTIAKOV A N. On the dynamics of the coefficient of water percolation in soils and the necessity for studying it from a dynamic point of view for purposes of amelioration[C]//Transactions of the Sixth Commission of the International Society of Soil Science,Part A. Russia,1932:17 − 21.

    Google Scholar

    [21] HORTON R E. An approach toward a physical interpretation of infiltration-capacity[J]. Soil Science Society of America Journal,1941,5(C):399 − 417. doi: 10.2136/sssaj1941.036159950005000C0075x

    CrossRef Google Scholar

    [22] DAHAK A,BOUTAGHANE H,MERABTENE T. Parameter estimation and assessment of infiltration models for madjez ressoul catchment,Algeria[J]. Water,2022,14(8):1185. doi: 10.3390/w14081185

    CrossRef Google Scholar

    [23] 蔡征龙,孟永东,秦毅,等. 基于改进Green-Ampt模型的滑坡稳定时变可靠度分析[J]. 岩土力学,2022,43(1):268 − 276. [CAI Zhenglong,MENG Yongdong,QIN Yi,et al. Time-varying reliability of landslide stability based on improved Green-Ampt model[J]. Rock and Soil Mechanics,2022,43(1):268 − 276. (in Chinese with English abstract)] doi: 10.16285/j.rsm.2021.0627

    CrossRef Google Scholar

    CAI Zhenglong, MENG Yongdong, QIN Yi, et al. Time-varying reliability of landslide stability based on improved Green-Ampt model[J]. Rock and Soil Mechanics, 2022, 431): 268276. (in Chinese with English abstract) doi: 10.16285/j.rsm.2021.0627

    CrossRef Google Scholar

    [24] 李强,贾森,李鑫,等. 考虑非饱和浸润区的改进Green-Ampt模型[J]. 岩土力学,2022,43(12):3484 − 3492. [LI Qiang,JIA Sen,LI Xin,et al. An improved Green-Ampt model considering unsaturated infiltration zone[J]. Rock and Soil Mechanics,2022,43(12):3484 − 3492. (in Chinese with English abstract)] doi: 10.16285/j.rsm.2022.0912

    CrossRef Google Scholar

    LI Qiang, JIA Sen, LI Xin, et al. An improved Green-Ampt model considering unsaturated infiltration zone[J]. Rock and Soil Mechanics, 2022, 4312): 34843492. (in Chinese with English abstract) doi: 10.16285/j.rsm.2022.0912

    CrossRef Google Scholar

    [25] 郭智辉,简文彬,刘青灵,等. 基于现场原型试验的斜坡降雨入渗分析及入渗模型研究[J]. 岩土力学,2021,42(6):1635 − 1647. [GUO Zhihui,JIAN Wenbin,LIU Qingling,et al. Rainfall infiltration analysis and infiltration model of slope based on in-situ tests[J]. Rock and Soil Mechanics,2021,42(6):1635 − 1647. (in Chinese with English abstract)]

    Google Scholar

    GUO Zhihui, JIAN Wenbin, LIU Qingling, et al. Rainfall infiltration analysis and infiltration model of slope based on in-situ tests[J]. Rock and Soil Mechanics, 2021, 426): 16351647. (in Chinese with English abstract)

    Google Scholar

    [26] 李滨,冯振,赵瑞欣,等. 三峡地区“14·9”极端暴雨型滑坡泥石流成灾机理分析[J]. 水文地质工程地质,2016,43(4):118 − 127. [LI Bin,FENG Zhen,ZHAO Ruixin,et al. Mechanism of “14·9”rainstorm triggered landslides and debris-flows in the Three Gorges area[J]. Hydrogeology & Engineering Geology,2016,43(4):118 − 127. (in Chinese with English abstract)] doi: 10.16030/j.cnki.issn.1000-3665.2016.04.20

    CrossRef Google Scholar

    LI Bin, FENG Zhen, ZHAO Ruixin, et al. Mechanism of “14·9”rainstorm triggered landslides and debris-flows in the Three Gorges area[J]. Hydrogeology & Engineering Geology, 2016, 434): 118127. (in Chinese with English abstract) doi: 10.16030/j.cnki.issn.1000-3665.2016.04.20

    CrossRef Google Scholar

    [27] FREDLUND D G,MORGENSTERN N R,WIDGER R A. The shear strength of unsaturated soils[J]. Canadian Geotechnical Journal,1978,15(3):313 − 321. doi: 10.1139/t78-029

    CrossRef Google Scholar

    [28] BIONDI G,CASCONE E,MAUGERI M,et al. Seismic response of saturated cohesionless slopes[J]. Soil Dynamics and Earthquake Engineering,2000,20(1/2/3/4):209 − 215.

    Google Scholar

  • 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(10)

Tables(1)

Article Metrics

Article views(1625) PDF downloads(91) Cited by(0)

Access History

Catalog

    /

    DownLoad:  Full-Size Img  PowerPoint