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蒋家沟砾石土不同粗粒含量直剪强度特征
引用本文:魏厚振,汪稔,胡明鉴,赵海英,徐学勇.蒋家沟砾石土不同粗粒含量直剪强度特征[J].岩土力学,2008,29(1):48-51.
作者姓名:魏厚振  汪稔  胡明鉴  赵海英  徐学勇
作者单位: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,武汉,430071
基金项目:国家重点基础研究发展计划(973计划) , 国家自然科学基金 , 湖北省武汉市青年科技晨光计划
摘    要:蒋家沟流域内大量泥石流由滑坡引发,滑坡转化为泥石流的3个过程中,首先是在斜坡体内大范围剪切破坏.在其物源区与沉积区内分布大量砾石土,其强度特征对于蒋家沟泥石流的起动机制具有重要意义.由于砾石土颗粒粗大,粗细粒配比和试验尺寸对强度特征有一定的影响.为此在室内现场两用大型直剪仪下进行蒋家沟砾石土不同粗粒含量下的直剪强度试验,结果表明:在干密度为2.0 g/cm3、含水率为7 %时,砾石土除在粗粒含量为74.31 %的低垂直压力(50,100 kPa)时剪应力-水平位移关系有峰值外,其余土样没有明显峰值;同一粗粒含量试样在水平剪切应变值为0.02时的剪切模量随垂直压力增加而增大;在相同垂直压力下,随粗粒含量增加而增大,且在较低垂直压力下的随粗粒含量增长更为显著.内摩擦角值随粗粒含量增加而增大;黏聚力在粗粒含量为48.7 %时最小.粗粒含量小于 48.7 %时,试样黏聚力值随粗粒含量增大而减小;当粗粒含量大于48.7 %时,黏聚力随粗粒含量增加而显著增大.

关 键 词:砾石土  粗粒含量  直剪强度  大型直剪仪  泥石流  蒋家沟  砾石土  粗粒  含量增加  大型直剪仪  强度特征  contents  different  gravelly  soil  behaviour  力值  最小  黏聚力  内摩擦角  增长  剪切模量  应变值  试样  土样  峰值
文章编号:1000-7598-(2008)01-0048-05
收稿时间:2007-06-06
修稿时间:2007年6月6日

Strength behaviour of gravelly soil with different coarse-grained contents in Jiangjiagou Ravine
WEI Hou-zhen,WANG Ren,HU Ming-jian,ZHAO Hai-ying,XU Xue-yong.Strength behaviour of gravelly soil with different coarse-grained contents in Jiangjiagou Ravine[J].Rock and Soil Mechanics,2008,29(1):48-51.
Authors:WEI Hou-zhen  WANG Ren  HU Ming-jian  ZHAO Hai-ying  XU Xue-yong
Institution:State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
Abstract:Most of debris-flows are triggered by landslide in Jiangjia Ravine, widespread shear failure of slope is the first step in the three processes of debris-flows triggered by landslide. There is widely distributed gravelly soil in the triggering and sedimentary area. The strength behaviour of the gravelly soil is important for mechanism of debris-flows triggering in Jiangjia Ravine. Because the large grain size, coarse-grained content and specimen size have much effect on the gravelly soil strength behaviour, the large scale direct shear apparatus is used to test direct shear strength behaviour of the gravelly soil with different coarse-grained contents. As a result ,it is found that there is no peak in the curve of relationship between shear stress and horizontal displacement at dried density equal 2.0 g/cm3 and water content equal 7 %, except for the specimen of coarse-grained contents equal 74.31 % under lower upright stress(50 kPa, 100 kPa). The shear modulus when horizontal shear strain is 0.02 increase with increment of upright stress at the same coarse-grained contents. And increase with increment of coarse-grained contents at the same upright stress, which is larger at lower upright stress than higher stress. Friction angle increase with increment of coarse-grained contents. Cohesion drop to the minimum at coarse-grained contents equal 48.7 %, and decreases with increment of coarse-grained contents as coarse-grained contents litter than 48.7 %, however cohesion increases obviously with increment of coarse-grained contents when coarse-grained contents larger than 48.7 %.
Keywords:gravelly soil  coarse-grained content  direct shear strength  large-scale direct shear apparatus  debris-flows
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