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本文首次提出了用应变式三轴仪测定静止土压力系数K_0并同时进行CK_0U试验的方法,讨论了CK_0U试验与CIU试验结果的差别及产生这种差别的微观机制。
This paper presents for the first time a method for measuring the static earth pressure coefficient K_0 using a strain triaxial apparatus and simultaneously performing the CK_0U test. The differences between the CK_0U test and the CIU test results and the microscopic mechanisms that produce this difference are discussed.