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Fall cone tests considering water content, cone penetration index, and plasticity angle of fine-grained soils 被引量:2
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作者 Satoru Shimobe Giovanni Spagnoli 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2020年第6期1347-1355,共9页
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 ... 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. 展开更多
关键词 Atterberg limits Fall cone test Plasticity angle Water content Cone penetration index Plasticity ratio
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