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《Journal of Guangxi University(Natural Science Edition)》 2009-04
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Experimental on preventing and curing measures of frost damage on road of Aeolian soil subgrade

ZHANG Xiang-dong,ZHU Guang-yu,LIU Bang-jia(Institute of Architecture and Civil Engineering,Liaoning Technical University,Fuxin 123000,China)  
According to the characteristics of the hydrologic geology and the climate in the western region of Liaoning province,after inspecting the phenomenon of Aeolian roadbed road frost damage in recent years and found the phenomenon of the road frost damage include frost heaving,thaw collapse,the mud pumping,cracking,etc.Analysis shows that the soil,temperature,water are the basic cause of such frost damage.Against these frost damages,took the measures which were presented against the basic causes for the prevention and curing of the frost damage,for instance,rolling the roadbed,replacing the Aeolian sand and stabilizing the soil of inorganic binder and so on,and did experimental study indoor for every preventing and curing measure.The rule of frost damage has been concluded based on the analysis of experimental data.When rolling the roadbed,the best degree of compaction is 93%~95%.When taking Aeolian sand for preventing the water rising,the Aeolian sand replacement should be set above water table,which should normally be made at 50~80 cm depth of soil base with 15~20 cm thickness of replacement for medium wet subgrade and 20~30 cm for wet subgrade.When using stabilized soil inorganic binder for prevention and control of the frost damage,the thickness of the binder is about 25 cm The mass proportion of cement,coal and Aeolian is about 6∶40∶54 and lime,fly ash and aeolian is about 14∶30∶56.Based on these,comparative evaluation for various preventing and curing measures of the Aeolian subgrade was given.
【Fund】: 国家自然科学基金资助项目(50478033);; 辽宁省高等学校优秀人才支持计划项目(2008RC23)
【CateGory Index】: U418.5
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