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Failure mechanism and stability analysis of the Zhenggang landslide in Yunnan Province of China using 3D particle flow code simulation

Failure mechanism and stability analysis of the Zhenggang landslide in Yunnan Province of China using 3D particle flow code simulation

作     者:SHI Chong LI De-jie CHEN Kal-hua ZHOU Jia-wen 

作者机构:Key Laboratory of Ministry of Education for Geomechanics and Embankment EngineeringHohai UniversityNanjing 210098China Institute ofCeotechnical ResearchHohai UniversityNanjing 210098China State Key Laboratory of Hydraulics and Mountain River Engineering$iehuan UniversityChengdu 610065China 

出 版 物:《Journal of Mountain Science》 (山地科学学报(英文))

年 卷 期:2016年第13卷第5期

页      面:891-905页

核心收录:

学科分类:081803[工学-地质工程] 08[工学] 0818[工学-地质资源与地质工程] 

基  金:The National Natural Science Foundation of China(Grants Nos.51309089,41472272 and 11202063) the National Key Technology R&D Program(Grant No.2013BAB06B00) the Natural Science Foundation of Jiangsu Province(Grant No.BK20130846) the Fundamental Research Funds for the Central Universities(Grant No.2015B06014)supported this work 

主  题:Back analysis Deposit avalanche Dynamic process Landslide Particle flow code 

摘      要:Based on the principle of 3D particle flow code,a numerical landslide run-out model is presented to simulate the failure process of the Zhenggang landslide(in southwestern China) under the effect of water after a *** relationship between the micro-mechanical parameters and the macro-shear strength of the grain material is determined through numerical *** the rainfall effect is considered in numerical simulations and rain-induced sliding processes are performed,which help us to discuss the mechanism of deformation and failure of this landslide together with field *** shows the Zhenggang landslide would most likely be activated in Zone I and would gain momentum in Zone *** order to prevent the potential disaster,a tailing dam is advised to be designed about 175 m downstream from the current landslide boundary of Zone *** by field observations,the presented landslide model can reflect the failure mechanism after *** can also provide a method to predict the potential disaster and draft disaster prevention measures.

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