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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.