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《Journal of Glaciology and Geocryology》 2008-01
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Influence of Freeze-Thaw on Engineering Properties of Qingzang Clay

YAO Xiao-liang1,QI Ji-lin1,SONG Chun-xia2(1.Cold and Arid Regions Environmental and Engineering Research Institute,Chinese Academy of Sciences,Lanzhou Gansu 730000,China;2.Xi'an University of Technology,Xi'an Shaanxi 710048,China)  
It is well known that freeze-thaw can lead to changes in engineering properties of soils.This will impact the cold regions engineering for certain.In this paper,a frost-susceptible soil,a typical silty clay obtained along the QinghaiTibet railway is taken as the study object.The clay samples are experienced one freeze-thaw cycle in a closed system(i.e.no water supply).The samples are tested with a wide range of density and under the same freezing condition.Direct shear and 1-D compression tests are carried out on the samples before and after freeze-thaw.Testing results before and after freeze-thaw is then comparatively analyzed.It is found that freeze-thaw can densify the soils with smaller original densities,while make the dense soils looser.Changes in mechanical properties,such as,strength parameters,pre-consolidation pressure and modulus are changed at the same time.With the increase of the dry unit weight,all the pre-consolidation pressure,modulus and cohesion increase at first and then decrease.There is a critical dry unit weight,at this point all of them do not change after freeze-thaw.The change of pre-consolidation pressure,modulus and cohesion are correlated with the change of dry unit weight after freeze-thaw cycle.As for the friction angle,it always increased after freeze-thaw.
【Fund】: 中国科学院百人计划项目(2006年)资助
【CateGory Index】: P642.14
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