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《Journal of Shenzhen University Science and Engineering》 2010-04
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Cone penetration test of solid waste foundation and improvement by stone column 

GAO Hai,AI Ying-bo,and ZHANG Kun-yong Key laboratory of MOE of geomechanics and dike engineering Hohai University Nanjing 210098 P.R.China  
The results of laboratory test and cone penetration test at landfill improvement site by stone column,which had been covered for eleven years,were studied.The relation of the results of laboratory test and cone penetration test have been analyzed.The results show that there is regular relation between friction angle of consolidation undrained test with cone tip and lateral friction resistances,there is good relation of dry-density with cone tip and lateral friction resistance.Comparing the results of loading test with that of calculation of bearing capacity of the composite ground improved by stone column,it is reasonable and safety that bearing capacity of composite ground by stone column is determined by in-situ test.
【Fund】: 国家自然科学基金资助项目(50878075)~~
【CateGory Index】: TU449
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