[1]李俊峰,陈红旗,刘红岩,等.四川王山-抓口寺滑坡成因机制及滑动过程分析[J].中国地质灾害与防治学报,2018,29(4):30-39.
 LI Jun-feng,CHEN Hong-qi,LIU Hong-yan.Formation mechanism analysis and numerical simulation of whole failure process of angshan-zhuakousi large-scale rock landslide[J].The Chinese Journal of Geological Hazard and control,2018,29(4):30-39.
点击复制

四川王山-抓口寺滑坡成因机制及滑动过程分析()
分享到:

《中国地质灾害与防治学报》[ISSN:1006-6977/CN:61-1281/TN]

卷:
29
期数:
2018年4
页码:
30-39
栏目:
出版日期:
2018-08-25

文章信息/Info

Title:
Formation mechanism analysis and numerical simulation of whole failure process of angshan-zhuakousi large-scale rock landslide
作者:
 李俊峰; 陈红旗; 刘红岩;
(. 中国地质环境监测院(资源部地质灾害应急技术指导中心)
Author(s):
LI Jun-feng1 CHEN Hong-qi1 LIU Hong-yan23
(1. China Institute for Geo-Environmental Monitoring ( Geological Disaster Emergency Technical Guidance Center of MLR), Beijing 100081; 2. School of Engineering & Technology, China University of Geosciences (Beijing), Beijing 100083; 3. School of Engineering, Tibet University, Lhasa 850000)
分类号:
P642.22
文献标志码:
A

参考文献/References:

[1].褚宏亮,孙长勇,张希夷,等. 四川峨眉山市王山-抓口寺滑坡滑带工程地质特征研究[J]. 中国地质灾害与防治学报,2017,28(1): 48-52.
[2].CHU Hong-liang, SUN Chang-yong, ZHANG Xi-yi, et al. Research on engineering geology characteristics of Wangshan-Zhuakousi landslide insliding zone in Emeishan city[J]. The Chinese Journal of Geological Hazard and Control, 2017, 28(1): 48-52.
[3].魏云杰,褚宏亮,庄茂国等. 四川省峨眉山市王山-抓口寺滑坡成因机理研究[J]. 工程地质学报,2016,24(3): 477-483.
[4].WEI Yun-jie, CHU Hong-liang, ZHUANG Mao-guo, et al. Formation mechanism of Wangshan-zhuakousi landslide in Emei city, Sichuan province[J]. Journal of Engineering Geology, 2016, 24(3): 477-483.
[5].张倬元,王士天,王兰生等. 工程地质分析原理[M]. 北京:地质出版社,2009.
[6].ZHANG Zhuo-yuan, WANG Shitian, WANG Lansheng, et al. Principle of engineering geology analysis[M]. Beijing: Geological Publishing House, 2009.
[7].马永政郑宏朱合华等. DDA法计算边坡安全系数的粘聚力影响分析[J]. 岩土工程学报, 2009, 31(7): 1088-1093.
[8].MA Yong-zheng, ZHENG Hong, ZHU He-hua, et al. Effect of cohesion on evaluating slope stability factor of safety by DDA methodJ]. Chinese Journal of Geotechnical Engineering, 2009, 31(7): 1088-1093.
[9].付晓东盛谦张勇慧. 基于矢量和–非连续变形分析的滑坡安全系数计算方法研究[J]. 岩石力学与工程学报, 2014, 33(S2): 4122-4128.
[10].FU Xiao-dong, SHENG Qian, ZHANG Yong-hui. Research on safety factor computation of landslide based on vector sum-discontinuous deformation analysis method[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(S2): 4122-4128.
[11].黄盛铨孔宪京 强度折减DDA法及其在边坡稳定分析中的应用[J]. 与工程学报,, 27(S1): 2799-2806.
[12].HUANG Sheng-quan, LIU Jun, KONG Xian-jing. DDA with strength reduction technique and its application to stability analysis of rock slope[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(S1): 2799-2806.
[13].邬爱清丁秀丽卢波等. DDA方法块体稳定性验证及其在岩质边坡稳定性分析中的应用[J]. 岩石力学与工程学报, 2008, 27(4): 664-672.
[14].WU Ai-qing, DING Xiu-li, LU Bo, et al. Validation for rock block stability and its application to rock slope stability evaluation using DDA method[J]. Chinese Journal of Rock Mechanics and Engineering, 2008,27(4): 664-672.
[15].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.
[16].CHANG Jin-yuan, BAO Han, WU Fa-quan, et al. Discussion on stability of shallow landslide under rainfall[J]. Rock and Soil Mechanics, 2015, 36(4): 995-1001.
[17].Katz O, Morgan J K, Aharonov E, et al. Controls on the size and geometry of landslides: Insights from discrete element numerical simulations[J].Geomorphology, 2014, 220(3): 104–113.
[18].Zhang X, Krabbenhoft K, Sheng D, et al. Numerical simulation of a flow-like landslide using the particle finite element method[J].Computational Mechanics, 2015, 55(1): 167-177.
[19].葛云峰,唐辉明,熊承仁,等. 滑动面力学参数对滑坡稳定性影响研究—以重庆武隆鸡尾山滑坡为例[J].岩石力学与工程学报,2014, 33(增刊2): 3873-3884.
[20].GE Yun-feng, TANG Hui-ming, XIONG Cheng-ren, et al. Effect of sliding plane mechanical parameters on landslide stability- a case study of Jiweishan rockslide in Wulong, Chongqing[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(Supp.2): 3873-3884.
[21].殷坤龙,姜清辉,汪洋. 滑坡运动过程仿真分析[J]. 地球科学:中国地质大学学报, 2002, 27(5): 632-636.
[22].YIN Kun-long, JIANG Qing-hui, WANG Yang. Simulation of Landslide Movement Process by Discontinuous Deformation Analysis[J]. Earth Science— Journal of China University of Geosciences, 2002, 27(5): 632-636.
[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.
[24].WU Ai-qing, DING Xiu-li, LI Hui-zhong, 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.
[25].Cascini L, Cuomo S, Pastor M, et al. SPH run-out modelling of channelised landslides of the flow type[J]. Geomorphology, 2014, 214(2): 502–513.
[26].Pirulli M, Mangeney A. Results of Back-Analysis of the Propagation of Rock Avalanches as a Function of the Assumed Rheology[J].Rock Mechanics & Rock Engineering,2008,41(1):59-84.
[27].石根华. 数值流形方法与非连续变形分析[M]. 裴觉民译. 北京:清华大学出版社, 1997.
[28].SHI Gen-hua. Numerical Manifold Method and Discontinuous Deformation Analysis[M]. Translated by PEI Jue-min. Beijing: Tsinghua University Press, 1997.
[29].徐进军,王海城,罗喻真,等. 基于三维激光扫描的滑坡变形监测与数据处理[J]. 岩土力学, 2010, 31(7): 2188-2191.
[30].XU Jin-jun, WANG Hai-cheng, LUO Yu-zhen, et al. Deformation monitoring and data processing of landslide based on 3D laser scanning[J]. Rock and Soil Mechanics, 2010, 31(7): 2188-2191.
[31].LI Jun-feng, ZHANG Xiao-chen, LIU Hong-yan, et al. Analysis on the application of numerical simulation technology in geological disaster emergency[J]. Journal of Engineering Geology, 2016, 24(4): 569-577

备注/Memo

备注/Memo:
基金项目:国家自然科学基金(41162009); 国土资源部公益性行业科研专项“突发地质灾害应急响应支撑关键技术研究”(201211055); This work was supported by the National Science Foundation of China(41162009), the Special Fund for the key technology of the emergency response for serious geo-hazards in the Public Interest of Ministry of Land Resource(201211055) and the Fundamental Research Funds for the Central Universities. 第一收稿日期: 基金项目:国家自然科学基金(41162009); 国土资源部公益性行业科研专项“突发地质灾害应急响应支撑关键技术研究”(201211055); This work was supported by the National Science Foundation of China(41162009), the Special Fund for the key technology of the emergency response for serious geo-hazards in the Public Interest of Ministry of Land Resource(201211055) and the Fundamental Research Funds for the Central Universities
更新日期/Last Update: 2018-09-13