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低围压下冻结粉质粘土的三轴强度及变形分析
引用本文:孙星亮,汪稔,胡明鉴,胡建华.低围压下冻结粉质粘土的三轴强度及变形分析[J].岩土力学,2005,26(10):1623-1627.
作者姓名:孙星亮  汪稔  胡明鉴  胡建华
作者单位:1.中国科学院岩土力学重点实验室,武汉 430071;2. 石家庄铁道学院 土木工程分院,河北 石家庄 050043
基金项目:中国科学院重大知识创新工程项目(No.KZCX1-SW-04)。
摘    要:高围压和低围压对冻土的变形性能及力学指标有不同的影响。对冻结粉质粘土进行了3种负温、4种围压下的三轴试验。试验结果表明:在温度相同时,不同围压、不同应变速率下的应力-应变曲线具有相同的形态,其三轴抗剪强度与围压及温度有明显的线性关系,与应变速率成指数关系;变形模量与围压没有明显的相关关系,但与温度成线性关系,与应变速率成指数关系。而且从冻土结构角度分析了冻土变形及其强度表现的内在原因。

关 键 词:冻结粉质粘土  低围压  三轴抗剪强度  变形特性  应变速率  变形模量  
文章编号:1000-7598-(2005)10-1623-05
收稿时间:2004-07-14
修稿时间:2004-11-05

Triaxial strength and deformation properties of frozen silty clay under low confining pressure
SUN Xing-liang,WANG Ren,HU Ming-jian,HU Jian-hua.Triaxial strength and deformation properties of frozen silty clay under low confining pressure[J].Rock and Soil Mechanics,2005,26(10):1623-1627.
Authors:SUN Xing-liang  WANG Ren  HU Ming-jian  HU Jian-hua
Institution:1. Key Laboratory of Rock and Soil Mechanics, Institute of Rock and Soil Mechanics Institute, CAS, Wuhan 430071, China; 2. School of Civil Engineering, Shijiazhuang Railway Institute, Shijiazhuang 050043, China
Abstract:High and low confining pressures have different effects on the deformational properties and mechanical index of frozen soil. Triaxial compression tests were carried out for frozen silty clay under three different temperatures and four confining pressures at different strain rates. The test results indicate that the stress-strain curves behave in the same form under different confining pressures and different strain rates at the same temperature of frozen soil; the triaxial shear strength has a linear relationship with confining pressure and temperature, and an exponential relationship with strain rate; the deformation modulus, independent of confining pressure, has a linear relationship with temperature, and an exponential relationship with strain rates. And then the deformational property is explained from the viewpoint of structural changes of frozen soil.
Keywords:frozen silty clay  low confining pressure  triaxial shear strength  deformation property  strain rate  deformation modulus
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