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《Highway》 2013-09
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The Attenuation Law and Reasons Analysis of Lime Modified Subgrade Soil Resilience Modulus on Different Frozen-thawed Circle Temperature Range

HAN Chun-peng;HE Dong-po;JIA Yan-min;CHENG Pei-feng;School of Civil Engineering,Northeast Forestry University;  
Aim on the fact that subgrade soil on frozen-thawed interface is affected differently by different frozen-thawed temperature,the laboratory test about lime modified soil resilience modulus on frozen-thawed circle was done.The result indicated:the resilience modulus decreased with moisture content and times of frozen-thawed cycle,resilience modulus went to stable at 6th times of frozen-thawed cycle;The lower the floor temperature of freezing and thawing is,the more attenuation ratio of resilience modulus,attenuation ratio of resilience modulus went to stable when temperature arrived-9℃,The research indicating-9℃-0℃ was regarded as the transitional temperature range of moisture phase transition and moisture in soil frozen ratio increased with decrease of the floor temperature of freezing and thawing,which increased effect to soil structure.
【Fund】: 中央高校基本科研业务费专项资金资助 项目编号DL11BB07;; 黑龙江省交通厅重点科技项目 项目编号HJ20080011
【CateGory Index】: U416.1
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