Volume 41 Issue 2
Mar.  2022
Turn off MathJax
Article Contents
Yang Shuai, Tan Zeying, Chen Hongxin, Zhang Jie. Analysis of instability disaster of rainfall induced shallow landslides at the regional scale based on the modified Green Ampt model[J]. Bulletin of Geological Science and Technology, 2022, 41(2): 219-227. doi: 10.19509/j.cnki.dzkq.2022.0048
Citation: Yang Shuai, Tan Zeying, Chen Hongxin, Zhang Jie. Analysis of instability disaster of rainfall induced shallow landslides at the regional scale based on the modified Green Ampt model[J]. Bulletin of Geological Science and Technology, 2022, 41(2): 219-227. doi: 10.19509/j.cnki.dzkq.2022.0048

Analysis of instability disaster of rainfall induced shallow landslides at the regional scale based on the modified Green Ampt model

doi: 10.19509/j.cnki.dzkq.2022.0048
  • Received Date: 30 Jul 2021
  • Due to similar engineering and hydrogeological conditions, landslides in the same area often occur in groups under highly correlated rainfall. As a result, predicting shallow landslide instability disasters at the regional scale is of great significance to disaster prevention and mitigation work. This paper suggests a new prediction model, the regional assessment of rainfall induced landslides (RARIL), in which the modified Green-Ampt model is used to analyse rainfall infiltration, the infinite-slope model is used to calculate the safety factor, and the reliability principle is used to consider the parameter uncertainty in regional landslide stability analysis. The model has the advantages of considering the instability mechanism of rainfall-induced shallow landslides, the uncertainty of the slope soil parameters in the area, and high computational efficiency and can be easily implemented in GIS. The case study shows that the RARIL model can accurately predict the landslide disaster caused by heavy rainfall in the region along the 303 provincial Highway K0-K20 section from 11∶00 on August 12, 2010, to 9∶00 on August 14, 2010. Therefore, it has good application prospects in predicting regional landslide instability disasters induced by rainfall.

     

  • loading
  • [1]
    刘勇, 秦志萌, 刘曼, 等. 基于状态划分的滑坡位移预测方法研究[J]. 地质科技情报, 2018, 37(1): 184-189. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201801025.htm

    Liu Y, Qin Z M, Liu M, et al. Landslide displacement prediction method based on state division[J]. Geological Science and Techology Information, 2018, 37(1): 184-189(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201801025.htm
    [2]
    Zhou W H, Yuen K V, Tan F. Estimation of soil-water characteristic curve and relative permeability for granular soils with different initial dry densities[J]. Engineering Geology, 2014, 179: 1-9. doi: 10.1016/j.enggeo.2014.06.013
    [3]
    Guzzetti F, Peruccacci S, Rossi M, et al. Rainfall thresholds for the initiation of landslides in central and southern Europe[J]. Meteorology and Atmospheric Physics, 2007, 98(3/4): 239-267. https://www.researchgate.net/publication/225426960_Rainfall_thresholds_for_the_initiation_of_landslides_in_Central_and_Southern_Europe
    [4]
    黄发明, 殷坤龙, 蒋水华, 等. 基于聚类分析和支持向量机的滑坡易发性评价[J]. 岩石力学与工程学报, 2018, 37(1): 156-167. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201801016.htm

    Huang F M, Yin K L, Jiang S H, et al. Landslide susceptibility assessment based on clustering analysis and support vector machine[J]. Chinese Journal of Rock Mechanics and Engineering, 2018, 37(1): 156-167(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201801016.htm
    [5]
    Segoni S, Piciullo L, Gariano S L. A review of the recent literature on rainfall thresholds for landslide occurrence[J]. Landslides, 2018, 15(8): 1483-1501. doi: 10.1007/s10346-018-0966-4
    [6]
    Zhang S J, Zhao L Q, Delgado-Tellez R, et al. A physics-based probabilistic forecasting model for rainfall-induced shallow landslides at regional scale[J]. Natural Hazards and Earth System Sciences, 2018, 18(3): 969-982. doi: 10.5194/nhess-18-969-2018
    [7]
    Wen H, Zhang Y, Fu H, et al. Research status of instability mechanism of rainfall-induced landslide and stability evaluation methods[J]. China Journal of Highway and Transport, 2018, 31(2): 15-29, 96. https://www.researchgate.net/publication/323350435_Study_of_rainfall-induced_landslide_a_review
    [8]
    Zhang L L, Zhang J, Zhang L M, et al. Stability analysis of rainfall-induced slope failure: A review[J]. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 2011, 164(5): 299-316. doi: 10.1680/geng.2011.164.5.299
    [9]
    卢操, 晏鄂川, 张瑜, 等. 降雨作用下青石镇政府后山堆积层滑坡渗流与稳定性[J]. 地质科技通报, 2020, 39(2): 139-147. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ202002016.htm

    Lu C, Yan E C, Zhang Y, et al. Seepage and stability of the colluvial landslide on the back hill of Qingshi Town Government under rainfall[J]. Bulletin of Geological Science and Techology, 2020, 39(2): 139-147(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ202002016.htm
    [10]
    Pack R T, Tarboton D G, Goodwin C N. SINMAP: A stability index approach to terrain stability hazard mapping, User′s manual[M]. Tarboton: Utah State University, 1999.
    [11]
    Montgomery D R, Dietrich W E. Channel initiation and the problem of landscape scale[J]. Science, 1992, 255: 826-830. doi: 10.1126/science.255.5046.826
    [12]
    Baum R L, Savage W Z, Godt J W. TRIGRS: A Fortran program for transient rainfall infiltration and grid-based regional slope-stability analysis[M]. Version 2.0. Reston, VA, USA: US Geological Survey, 2008.
    [13]
    Zhan T L T, Jia G W, Chen Y M, et al. An analytical solution for rainfall infiltration into an unsaturated infinite slope and its application to slope stability analysis[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2013, 37(12): 1737-1760. doi: 10.1002/nag.2106
    [14]
    Montgomery D R, Dietrich W E. A physically-based model for the topographic control on shallow landsliding[J]. Water Resources Research, 1994, 30(4): 1153-1171. doi: 10.1029/93WR02979
    [15]
    Oloughlin E M. Prediction of surface saturation zones in natural catchments by topographic analysis[J]. Water Resources Research, 1986, 22(5): 794-804. doi: 10.1029/WR022i005p00794
    [16]
    Lu M, Zhang J, Zheng J, et al. Assessing annual probability of rainfall-induced slope failure through a mechanics-based model[J/OL]. Acta Geotechnica, 2021: 1-16. doi: 10.1007/S11440-021-01278-7.
    [17]
    Green W H, Ampt G A, Simulation N. Studies on soil physics: Ⅰ. The flow of air and water through soils[J]. International Journal of Nonlinear Sciences, 2015, 4(7/8): 1-24. https://www.scirp.org/reference/ReferencesPapers.aspx?ReferenceID=1895377
    [18]
    Zhang J, Huang H W, Zhang L M, et al. Probabilistic prediction of rainfall-induced slope failure using a mechanics-based model[J]. Engineering Geology, 2014, 168: 129-140. doi: 10.1016/j.enggeo.2013.11.005
    [19]
    Muntohar A S, Liao H J. Analysis of rainfall-induced infinite slope failure during typhoon using a hydrological-geotechnical model[J]. Environmental Geology, 2009, 56: 1145-1159. doi: 10.1007/s00254-008-1215-2
    [20]
    曾江波, 付智勇, 肖林超, 等. 基于降雨作用下滑面抗剪强度动态变化的层状边坡稳定性评价[J]. 地质科技情报, 2018, 37(4): 225-231. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201804031.htm

    Zeng J B, Fu Z Y, Xiao L C, et al. Slope stability evaluation considering variation of shear strength of slip surface in layered slope under rainfall[J]. Geological Science and Techology Information, 2018, 37(4): 225-231(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201804031.htm
    [21]
    Ang H S, Tang W H. Probability concepts in engineering planning and design[M]. New York: Risk and Reliability, 1984.
    [22]
    郝明, 张建龙, 邓昌荣, 等. 基于3S技术的野外地质工作管理与服务应用研究: 以云南1: 5万泸西幅区域地质调查为例[J]. 地质科技情报, 2013, 32(2): 163-168. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201302023.htm

    Hao M, Zhang J, Deng C, et al. The research and application of geology work in the field management and service based on 3S technology: Take 1: 50000 Luxi areal geology survey in Yunnan for example[J]. Geological Science and Techology Information, 2013, 32(2): 163-168. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201302023.htm
    [23]
    文广超, 苏林雪, 谢洪波, 等. "5·12"汶川地震前后四川省主要地质灾害时空发育规律[J]. 地质科技通报, 2021, 40(4): 143-152. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ202104013.htm

    Wen G C, Su L X, Xie H B, et al. Spatio-temporal development characteristics of major geohazards in Sichuan Province around" 5·12"Wenchuan earthquake[J]. Bulletin of Geological Science and Techology, 2021, 40(4): 143-152(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ202104013.htm
    [24]
    Zhao H F, Zhang L M, Chang D S. Behavior of coarse widely graded soils under low confining pressures[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2013, 139(1): 35-48. doi: 10.1061/(ASCE)GT.1943-5606.0000755
    [25]
    Coppin N J, Richards I G. Use of vegetation in civil engineering[M]. [S.l.]: [s.n.], 1990.
    [26]
    Zhao H F, Zhang L M, Xu Y, et al. Variability of geotechnical properties of a fresh landslide soil deposit[J]. Engineering Geology, 2013, 166: 1-10. doi: 10.1016/j.enggeo.2013.08.006
    [27]
    Chen H X, Zhang L M, Chang D S, et al. Mechanisms and runout characteristics of the rainfall-triggered debris flow in Xiaojiagou in Sichuan Province, China[J]. Natural Hazards, 2012, 62(3): 1037-1057. doi: 10.1007/s11069-012-0133-5
    [28]
    Zhang S, Zhang L M, Peng M, et al. Assessment of risks of loose landslide deposits formed by the 2008 Wenchuan Earthquake[J]. Natural Hazards and Earth System Sciences, 2012, 12(5): 1381-1392. doi: 10.5194/nhess-12-1381-2012
    [29]
    黄发明, 陈佳武, 唐志鹏, 等. 不同空间分辨率和训练测试集比例下的滑坡易发性预测不确定性[J]. 岩石力学与工程学报, 2021, 40(6): 1155-1169. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX202106008.htm

    Huang F M, Chen J W, Tang Z P, et al. Uncertainties of landslide susceptibility prediction due to different spatial resolutions and different proportions of training and testing datasets[J]. Chinese Journal of Rock Mechanics and Engineering, 2021, 40(6): 1155-1169(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX202106008.htm
    [30]
    Chen H X, Zhang L M. A physically-based distributed cell model for predicting regional rainfall-induced shallow slope failures[J]. Engineering Geology, 2014, 176: 79-92. doi: 10.1016/j.enggeo.2014.04.011
    [31]
    Intarawichian N, Dasananda S. Frequency ratio model based landslide susceptibility mapping in lower Mae Chaem watershed, northern Thailand[J]. Environmental Earth Sciences, 2011, 64(8): 2271-2285. doi: 10.1007/s12665-011-1055-3
    [32]
    Ko Ko C, Flentje P, Chowdhury R. Landslides qualitative hazard and risk assessment method and its reliability[J]. Bulletin of Engineering Geology and the Environment, 2004, 63(2): 149-165. doi: 10.1007/s10064-004-0231-z
    [33]
    Zhuang J, Peng J, Wang G, et al. Prediction of rainfall-induced shallow landslides in the Loess Plateau, Yan′an, China, using the TRIGRS model[J]. Earth Surface Processes and Landforms, 2017, 42(6): 915-927. doi: 10.1002/esp.4050
    [34]
    连志鹏, 徐勇, 付圣, 等. 采用多模型融合方法评价滑坡灾害易发性: 以湖北省五峰县为例[J]. 地质科技通报, 2020, 39(3): 178-186. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ202003022.htm

    Lian Z P, Xu Y, Fu S, et al. Landslide susceptibility assessment based on multir model fusion method: A case study in Wufeng County, Hubei Province[J]. Bulletin of Geological Science and Technology, 2020, 39(3): 178-186(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ202003022.htm
    [35]
    王运生, 谢丙炎, 万方浩, 等. ROC曲线分析在评价入侵物种分布模型中的应用[J]. 生物多样性, 2007, 15(4): 365-372. doi: 10.3321/j.issn:1005-0094.2007.04.005

    Wang Y S, Xie B Y, Wan F H, et al. Application of ROC curve analysis in evaluating the distribution model of invasive species[J]. Biodiversity, 2007, 15(4): 365-372(in Chinese with English abstract). doi: 10.3321/j.issn:1005-0094.2007.04.005
  • 加载中

Catalog

    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

    Article Metrics

    Article Views(512) PDF Downloads(74) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return