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《Journal of Glaciology and Geocryology》 2008-06
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Experimental Study of the Shear Strength Characteristics of Fine-Grained Soil under Freezing and Thawing Cycles

FENG Yong,HE Jian-xin,LIU Liang,YANG Li-xing(College of Water Conservancy and Civil Engineering,Xinjiang Agricultural University,rümqi Xinjiang 830052,China)  
Seasonal changes in the physical and mechanical properties of fine-grained soil caused by the freeze-thaw cycle will cause damage to actual construction.Through indoor uniform orthogonal tests and experimental study of the samples with different water contents,densities,soluble salt contents and clay contents,under different cycles of freezing and thawing,the shear strength characteristics of fine-grained soil were revealed.In the shear tests,soil C,Φ values were directly measured.PPR was used to analyze the test results.The factors which affect the fine-grained soil C,Φ values were ranked according to essentiality.
【Fund】: 建设部2006年科学研究项目“新疆地区深基坑支护环境事故及其防治措施”(06-K1-02);; 新疆农业大学校内前期项目“乌鲁木齐地区深基坑支护环境事故及其防治措施”(2006(86))资助
【CateGory Index】: P642.14
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【Citations】
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1 WU Kong-yun1,HUANG Yong-qi2,LI Xing2,FENG Hua2,LIANG Guang-yi2(1.Guiyang College,Guiyang 550003;2.Guiyang College of Traditional Chinese Medicine,Guiyang 550002);FORMULATION OPTIMIZATION OF QIXIEHEWEI CAPSULE BY MIXTURE UNIFORM DESIGN[J];Guizhou Science;2007-S1
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1 LIU Shanjun1,2,ZHANG Yanbo2,WU Lixin1,LI Guoliang2,CHEN Qunlong2(1.College of Resources and Civil Engineering,Northeastern University,Shenyang,Liaoning 110004,China;2.College of Resources and Environment,Hebei Polytechnic University,Tangshan,Hebei 063000,China);INFRARED RADIATION FEATURE OF CONCRETE DURING FRACTURING AND WATER SEEPAGE PROCESS[J];Chinese Journal of Rock Mechanics and Engineering;2009-01
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