节点文献

易贡远程高速滑坡形成原因试验探索

EXPERIMENTAL STUDY ON FORMATION OF YIGONG LONG-DISTANCE HIGH-SPEED LANDSLIDE

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 胡明鉴程谦恭汪发武

【Author】 HU Mingjian1,CHENG Qiangong2,WANG Fawu3(1.State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China;2.School of Civil Engineering,Southwest Jiaotong University,Chengdu,Sichuan 610031,China;3.Research Centre on Landslides,Disaster Prevention Research Institute,Kyoto University,Kyoto 611–0011,Japan)

【机构】 中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室西南交通大学土木工程学院京都大学防灾研究所斜面灾害研究中心

【摘要】 针对易贡远程高速滑坡的高速、长距离等特点,结合环剪试验可模拟大位移剪切的特点,通过不同剪切速率下环剪试验以及排水和不排水条件下的对比环剪试验分析易贡远程高速滑坡的形成原因。结果表明,高速剪切使孔隙水压力不能及时消散,剪切过程引发孔隙水向剪切面运移,剪切面土体含水量和细粒含量明显高于剪切面上下层土体,以致剪切面液化。不排水剪切条件下的有效内摩擦角比排水剪切大幅降低,初步揭示了剪切速度越高,土体强度越低,两者交互作用的滑坡加速促进原因。

【Abstract】 Aiming at the character of long-distance high-speed movement of Yigong landslide,and based on the advantage of large displacement shear test of ring shear apparatus,ring shear tests with different shear speeds and those under drained and undrained conditions are carried out to learn the mechanism of long-distance high-speed landslide.Results show that the pore water pressure cannot dissipate punctually,and the pore water migrates to the shear plane slowly during the experiment.Water content and fine particle content of the shear plane are higher than those of the original and other layers obviously,which leads to the liquefaction of shear plane in the consolidation shear test.Effective internal friction angle of the consolidation undraining shear test is greatly lower than the draining one;the higher the shear speed is,the lower the strength is.This can interpret the formation of Yigong long-distance high-speed landslide.

【基金】 国家自然科学基金资助项目(40672193);国家自然科学基金青年基金资助项目(50709035);武汉市科技晨光计划项目(20065004116–42)
  • 【文献出处】 岩石力学与工程学报 ,Chinese Journal of Rock Mechanics and Engineering , 编辑部邮箱 ,2009年01期
  • 【分类号】P642.22
  • 【被引频次】56
  • 【下载频次】1170
节点文献中: 

本文链接的文献网络图示:

本文的引文网络