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P_5含量对滑坡体砾质土的力学性质影响试验研究
引用本文:左永振,张婷,丁红顺. P_5含量对滑坡体砾质土的力学性质影响试验研究[J]. 地震工程学报, 2011, 33(Z1)
作者姓名:左永振  张婷  丁红顺
作者单位:长江科学院水利部岩土力学与工程重点实验室,湖北武汉,430010
基金项目:国家科技支撑项目(2008BAB29B02)
摘    要:粗粒含量对滑坡体砾质土的力学性质具有重要意义。针对乌东德水电站金坪子滑坡体砾质土拟合了5条不同P5含量的试验级配,分别进行饱和状态与非饱和状态的固结排水剪切试验。试验表明,两种试验条件下的变形参数和强度参数均较高,变形参数k值与kb总体上随P5含量的增大而增大;P5含量越高粗颗粒的骨架作用越强,试样的模量越大。砾质土饱和状态的内摩擦角和变形参数低于非饱和状态,说明试样浸水饱和会使强度模量降低,降雨将降低滑坡体的稳定性。

关 键 词:砾质土  滑坡体  P5含量  试验  力学性质  

Study on the Test of P_5 Content Affecting Mechanical Property of Gravelly Soil in Landslide
ZUO Yong-zhen,ZHANG Ting,Ding Hong-shun. Study on the Test of P_5 Content Affecting Mechanical Property of Gravelly Soil in Landslide[J]. China Earthguake Engineering Journal, 2011, 33(Z1)
Authors:ZUO Yong-zhen  ZHANG Ting  Ding Hong-shun
Affiliation:ZUO Yong-zhen,ZHANG Ting,Ding Hong-shun(Yangtze River Scientific Research Institute,Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources,Wuhan 430010,China)
Abstract:The Coarse-grained content has important meaning to the mechanical properties of gravelly soil in landslide.For the gravelly soil on Jinpingzi landslide at Wudongde hydroelectric power station,five different P5 contents of test gradation are given to carry on saturated type and non-saturated type consolidated drained test.The result indicates that the deformation and intensive parameters in both conditions are higher,the K and Kb value of in deformation parameters increase with the P5 content increasing,the...
Keywords:Gravelly soil  Landslide  P5 content  Test  mechanical property  
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