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争岗滑坡堆积体滑坡灾害数值模拟预测分析
引用本文:刘兴宁,石崇,李德杰,王芳,陈凯华.争岗滑坡堆积体滑坡灾害数值模拟预测分析[J].科学技术与工程,2015,15(1).
作者姓名:刘兴宁  石崇  李德杰  王芳  陈凯华
作者单位:1. 中国水电顾问集团昆明勘测设计研究院有限公司,昆明211188;河海大学岩土工程科学研究所,南京210098
2. 河海大学岩土工程科学研究所,南京,210098
基金项目:国家自然科学基金青年基金(51309089),江苏省基金(BK20130846)联合资助课题
摘    要:基于云南省古水水电站争岗滑坡堆积体地质调查,根据现状对滑坡体稳定性进行了初步判断,同时利用颗粒离散元方法进行宏观细观参数标定,建立了滑坡细观分析模型;在此基础上预测了滑坡过程、滑坡速度、滑坡堆积、冲出距离与滑面摩擦系数的内在关系,并根据堆积体天然含水量试验进行了滑坡灾害分析,将计算结果与现场勘查的拉裂隙分布进行了对比研究。在此基础上对滑坡体的稳定性及失稳破坏机理进行了探讨,提出了滑坡堆积体治理的基本思路。

关 键 词:滑坡堆积体  稳定性  参数反演  滑坡灾害  颗粒离散元
收稿时间:8/7/2014 12:00:00 AM
修稿时间:2014/8/25 0:00:00

Numerical analysis and hazard prediction of Zhenggang outwash landslide congeries
LIU Xing-ning , SHI Chong , LI De-jie , WANG Fang , CHEN Kai-hua.Numerical analysis and hazard prediction of Zhenggang outwash landslide congeries[J].Science Technology and Engineering,2015,15(1).
Authors:LIU Xing-ning  SHI Chong  LI De-jie  WANG Fang  CHEN Kai-hua
Abstract:According to geological survey of Zhenggang outwash landslide congeries at Gushui hydropower station in Yunnan province, under the determined condition of zone and stage of landslide congeries, the stability of slope is back analyzed. At the same time, particle discrete element method is used to convert macro mechanical characteristic to microscopic ones and micro-analysis model of outwash landslide congeries is established, on the basis of which landslide process, landslide velocity, landslide accumulation and the rules of dash out distance and sliding friction coefficient are studied. Landslide hazard is analyzed according to moisture content test, which is compared with tension crack distribution of field survey. At last stability of landslide congeries and failure mechanism are researched while basic ideas to deal with the potential landslide disaster are put forward.
Keywords:outwash landslide congeries  stability  back analysis of parameters  landslide hazard  Particle discreet element method
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