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Home > Archive>Volume 42, Issue 5, 2019 >56-65. DOI:10.11835/j.issn.1000-582X.2019.05.007
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Modeling of influenced area after slope failure based on smoothed particle hydrodynamics (SPH)
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    Abstract:

    The modeling of the influence scope after slope failure is one of the important approaches to quantify the risk of landslide hazard. In this paper, based on the Smoothed Particle Hydrodynamics (SPH) method, the classical elastoplastic constitutive model was employed to study the application of a more accurate and convenient method to simulate the influence scope of slope failure with a series of numerical treatments. Geographic Information System (GIS) platform and C# programming were adopted to build the model of the terrain details and features of the slope using SPH particles. At the same time the arrangement of boundary particles in the model were improved. Finally, a program that can automatically generate the data of landslide particles for calculation and simulation was completed. The model and method were applied to the Oso landslide case in Washington state, USA and the simulation results were basically consistent with the data collected from the field.It is verified that the SPH method and the model can be used to simulate the process and influence scope of slope failure.

    Reference
    [1] Wartman J, Montgomery D R, Anderson S A, et al. The 22 march 2014 oso landslide, washington, USA[J]. Geomorphology, 2016, 253:275-288.
    [2] Lee E M. Landslide risk assessment:the challenge of communicating uncertainty to decision-makers[J]. Quarterly Journal of Engineering Geology and Hydrogeology, 2016, 49(1):21-35.
    [3] 吴越, 刘东升, 周忠浩, 等. 考虑滑动过程内部崩解耗散的滑坡体运动模型[J]. 岩土工程学报, 2015, 37(1):35-46.WU Yue, LIU Dongsheng, ZHOU Zhonghao, et al. Mobility assessment model for landslide mass considering disintegration energy consumption in slipping process[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(1):35-46.(in Chinese)
    [4] 吴树仁. 滑坡风险评估理论与技术[M]. 北京:科学出版社, 2012.WU Shuren. Landslide risk assessment theory and technology[M]. Beijing:Science Press, 2012. (in Chinese)
    [5] 姜波, 柴波, 方恒,等. 万州孙家荆竹屋基滑坡滑动模型研究[J]. 长江科学院院报, 2015, 32(8):103-109.JIANG Bo, CAI Bo, FANG Heng, et al. Sliding model of jingzhuwuji landslide in sunjia town, Wanzhou district[J]. Journal of Yangtze River Scientific Research Institute, 2015, 32(8):103-109.(in Chinese)
    [6] 王家鼎, 张倬元. 地震诱发高速黄土滑坡的机理研究[J]. 岩土工程学报, 1999, 21(6):670-674.WANG Jiading, ZHANG Zhuoyuan. A study on the mechanism of high-speed loess landslide induced by earthquake[J]. Chinese Journal of Geotechnical Engineering,1999, 21(6):670-674.(in Chinese)
    [7] 张倬元. 工程地质分析原理[M]. 北京:地质出版社, 2009.ZHANG Zhuoyuan. Analysis principle of Engineering geology[M]. Beijing:Geology Press, 2009. (in Chinese)
    [8] Sousa J, Voight B, Sousa J. Continuum simulation of flow failures[J]. Géotechnique, 1991, 41(41):515-538.
    [9] Chen H, Lee C F. Numerical simulation of debris flows[J]. Canadian Geotechnical Journal, 2000, 37(1):146-160.
    [10] Huang X, García M H. A Herschel-Bulkley model for mud flow down a slope[J]. Journal of Fluid Mechanics, 1998, 374:305-333.
    [11] Heim A. Landslide and human lives[M]. Vancouver:Bitech Press, 1989.
    [12] Scheidegger A E. On the prediction of the reach and velocity of catastrophic landslides[J]. Rock Mechanics Felsmechanik mCanique des Roches, 1973, 5(4):231-236.
    [13] 王念秦, 张倬元, 王家鼎. 一种典型黄土滑坡的滑距预测方法[J]. 西北大学学报(自然科学版), 2003, 33(1):111-114.WANG Nianqin, ZHANG Zhuoyuan, WANG Jiading. A forecasting method of sliding distance on typical loess lands-lides[J]. Journal of Northwest University(Natural Science Edition), 2003, 33(1):111-114.(in Chinese)
    [14] Tang C L, Hu J C, Lin M L, et al. The Tsaoling landslide triggered by the Chi-Chi earthquake, Taiwan:Insights from a discrete element simulation[J]. Engineering Geology, 2009, 106(1/2):1-19.
    [15] Wu J H, Chen C H. Application of DDA to simulate characteristics of the Tsaoling landslide[J]. Computers and Geotechnics, 2011, 38(5):741-750.
    [16] 殷坤龙, 姜清辉, 汪洋. 滑坡运动过程仿真分析[J]. 地球科学, 2002, 27(5):632-636.YIN Kunlong, JIANG Qinghui, WANG Yang. Simulation of landslide movement process by discontinuous deformation analysis[J]. Earth Science, 2002, 27(5):632-636.(in Chinese)
    [17] Tang C L, Hu J C, Lin M L, et al. The Tsaoling landslide triggered by the Chi-Chi earthquake, Taiwan:Insights from a discrete element simulation[J]. Engineering Geology, 2009, 106(1/2):1-19.
    [18] Quecedo M, Pastor M, Herreros M I, et al. Numerical modelling of the propagation of fast landslides using the finite element method[J]. International Journal for Numerical Methods in Engineering, 2004, 59(6):755-794.
    [19] 杨长卫, 张建经, 张明, 等. 双面高陡岩质边坡地震滑坡机制的研究[J]. 岩土力学, 2013, 34(11):3261-3268.YANG Changwei, ZHANG Jianjing, ZHANG Ming, et al. Analysis of landslide mechanisms of a high steep rock hill with two-side slopes under ground shaking[J]. Rock and Soil Mechanics, 2013, 34(11):3261-3268.(in Chinese)
    [20] 毕钰璋, 付跃升, 何思明, 等. 牛眠沟地震滑坡碎屑化全过程离散元模拟[J]. 中国地质灾害与防治学报, 2015, 26(3):17-25.BI Yuzhang, FU Yuesheng, HE Siming, et al. Simulation of the whole process of Niumiangou creek rock avalanche triggered by the earthquake using a distinct element method[J]. The Chinese Journal of Geological Hazard and Control, 2015, 26(3):17-25.(in Chinese)
    [21] Wu J H, Chen C H. Application of DDA to simulate characteristics of the Tsaoling landslide[J]. Computers and Geotechnics, 2011, 38(5):741-750.
    [22] Beyabanaki S A R, Bagtzoglou A C, Liu L B. Applying disk-based discontinuous deformation analysis (DDA) to simulate Donghekou landslide triggered by the Wenchuan earthquake[J]. Geomechanics and Geoengineering, 2016, 11(3):177-188.
    [23] 邬爱清, 丁秀丽, 李会中, 等. 非连续变形分析方法模拟千将坪滑坡启动与滑坡全过程[J]. 岩石力学与工程学报, 2006, 25(7):1297-1303.WU Aiqing, DING Xiuli, LI Huizhong, et al. Numerical simulation of startup and whole failure process of Qianjiangping landslide using discontinuous deformation analysis method[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(7):1297-1303.(in Chinese)
    [24] 孙玉进, 宋二祥. 大位移滑坡形态的物质点法模拟[J]. 岩土工程学报, 2015, 37(7):1218-1225.SUN Yujin, SONG Erxiang. Simulation of large-displacement landslide by material point method[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(7):1218-1225.(in Chinese)
    [25] 杜娟, 殷坤龙, 王佳佳, 等. 基于有限体积法的滑坡[XC半字线.TIF,JZ]碎屑流三维运动过程模拟分析[J]. 岩石力学与工程学报, 2015, 34(3):480-488.DU Juan, YIN Kunlong, WANG Jiajia, et al. Simulation of three-dimensional movement of landslide-debris flow based on finite volume method[J]. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(3):480-488.(in Chinese)
    [26] Huang Y, Zhang W J, Xu Q, et al. Run-out analysis of flow-like landslides triggered by the Ms 8.02008 Wenchuan earthquake using smoothed particle hydrodynamics[J]. Landslides, 2012, 9(2):275-283.
    [27] Hu M, Liu M B, Xie M W, et al. Three-dimensional run-out analysis and prediction of flow-like landslides using smoothed particle hydrodynamics[J]. Environmental Earth Sciences, 2015, 73(4):1629-1640.
    [28] 黄雨, 郝亮, 谢攀, 等. 土体流动大变形的SPH数值模拟[J]. 岩土工程学报, 2009, 31(10):1520-1524.HUANG Yu, HAO Liang, XIE Pan, et al. Numerical simulation of large deformation of soil flow based on SPH method[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(10):1520-1524.(in Chinese)
    [29] Pastor M, Haddad B, Sorbino G, et al. A depth-integrated, coupled SPH model for flow-like landslides and related phenomena[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2009, 33(2):143-172.
    [30] McDougall S, Hungr O. A model for the analysis of rapid landslide motion across three-dimensional terrain[J]. Canadian Geotechnical Journal, 2004, 41(6):1084-1097.
    [31] Bui H H, Fukagawa R, Sako K, et al. Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2008, 32(12):1537-1570.
    [32] Huang Y, Dai Z L. Large deformation and failure simulations for geo-disasters using smoothed particle hydrodynamics method[J]. Engineering Geology, 2014, 168:86-97.
    [33] Hu M, Liu M B, Xie M W, et al. Three-dimensional run-out analysis and prediction of flow-like landslides using smoothed particle hydrodynamics[J]. Environmental Earth Sciences, 2015, 73(4):1629-1640.
    [34] 胡嫚, 谢谟文, 王立伟, 等. 基于弹塑性土体本构模型的滑坡运动过程SPH模拟[J]. 岩土工程学报, 2016, 38(1):58-67.HU Man, XIE Mowen, WANG Liwei, et al. SPH simulations of post-failure flow of landslides using elastic-plastic soil constitutive model[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(1):58-67.(in Chinese)
    [35] 许波, 谢谟文, 胡嫚, 等. 基于GIS空间数据的滑坡SPH粒子模型研究[J]. 岩土力学, 2016, 37(9):2696-2705.XU Bo, XIE Mowen, HU Man, et al. SPH landslide model based on GIS spatial data[J]. Rock and Soil Mechanics, 2016, 37(9):2696-2705.(in Chinese)
    [36] Liu G R, Liu M B. Smoothed Particle Hydrodynamics-AMeshfree particle method[M]. World Scientific Publishing Co. Pte. Ltd., 2003.
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胡嫚,吴飞,汪时机,张富裕.基于光滑粒子法边坡失稳影响范围的模拟[J].重庆大学学报,2019,42(5):56~65

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  • Received:November 25,2018
  • Online: May 24,2019
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