UNDRAINED SHEAR CHARACTERISTICS OF COHESIVE SOILS AT LOW CONFINING PRESSURES
抄録
In order to investigate the undrained shear characteristics of cohesive soils at low confining pressures, four different types of isotropically consolidated undrained triaxial compression and extension tests were performed on two soils. As a consequence, linear correlations between the modulus of deformations and the confining pressures were obtained. In addition, the undrained shear strength obtained at low confining pressure was larger than that obtained at high confining pressures.
低拘束圧条件での粘性土の非排水せん断特性
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