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

作     者：Satoru Shimobe Giovanni Spagnoli Satoru Shimobe;Giovanni Spagnoli

作者机构：College of Science and TechnologyNihon UniversityFunabashi274-8501Japan BASF Construction Solutions GmbHDr.-Albert-Frank-Straße 32Trostberg83308Germany 

出 版 物：《Journal of Rock Mechanics and Geotechnical Engineering》 (岩石力学与岩土工程学报（英文版）)

年 卷 期：2020年第12卷第6期

页      面：1347-1355页

核心收录：

学科分类：081401[工学-岩土工程] 08[工学] 0818[工学-地质资源与地质工程] 0815[工学-水利工程] 0813[工学-建筑学] 0814[工学-土木工程] 

主　　题：Atterberg limits Fall cone test Plasticity angle Water content Cone penetration index Plasticity ratio 

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 *** 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 *** results indicate that no unique correlation exists among b,liquid limit of the fall cone test(LLc)and *** water content at 1 mm cone penetration eC0T correlates well with b,plasticity ratio eRpT(*** ratio of plastic limit to liquid limit),and ***,the potential of using the btan a diagram to classify soil plasticity was also discussed.