首页> 中文期刊> 《岩石力学与岩土工程学报:英文版》 >Fall cone tests considering water content, cone penetration index, and plasticity angle of fine-grained soils

Fall cone tests considering water content, cone penetration index, and plasticity angle of fine-grained soils

         

摘要

This paper analyzed the consistency of some parameters of soils in the literature and experimental results from fall cone test and its application to soil plasticity classification.Over 500 data from both literatures and experiments using fall cone and Casagrande methods were compiled to assess the relationships among specified water content,cone penetration index ebT,and plasticity angle eaT of finegrained soils.The results indicate that no unique correlation exists among b,liquid limit of the fall cone test(LLc)and a.The water content at 1 mm cone penetration eC0T correlates well with b,plasticity ratio eRpT(i.e.the ratio of plastic limit to liquid limit),and a.Finally,the potential of using the btan a diagram to classify soil plasticity was also discussed.

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