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黄土抗剪强度的三轴试验
引用本文:刘红玫,钟秀梅.黄土抗剪强度的三轴试验[J].西北地震学报,2011,33(Z1).
作者姓名:刘红玫  钟秀梅
作者单位:中国地震局兰州地震研究所,甘肃兰州730000;中国地震局黄土地震工程开放实验室,甘肃兰州730000;甘肃省岩土防灾工程技术研究中心,甘肃兰州730000
摘    要:非饱和黄土的强度随着含水量的增大是降低的。本文对青海某场地的黄土进行了三轴的试验研究,结果表明含水量对土体的强度影响显著,但加载速率对土体静强度的影响甚微。

关 键 词:黄土  含水量  加载速率  抗剪强度  三轴试验  

Triaxial Test on the Shearing Strength of Loess
LIU Hong-mei,ZHONG Xiu-mei.Triaxial Test on the Shearing Strength of Loess[J].Northwestern Seismological Journal,2011,33(Z1).
Authors:LIU Hong-mei  ZHONG Xiu-mei
Institution:LIU Hong-mei 1,2,3,ZHONG Xiu-mei 1,3(1.Lanzhou Institute of Seismology,CEA,Lanzhou 730000,China,2.Open Laboratory of Loess Earthquake Engineering,3.Geotechnical Disaster Prevention Engineering Technology Research Center of Gansu Province,China)
Abstract:The strength of unsaturated loess lessens when water content increases.The triaxial test for loess samples from a site in Qinghai province is done,and the result shows that the strength of loess changes greatly in different water content,but the static strength changes litter under different loading speed.
Keywords:Loess  Water content  Loading speed  Shearing strength  Triaxial test  
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