In this study, the yield locus of sand being subjected to several cycles of undrained loading was investigated by using the triaxial testing device capable of measuring the acoustic emission, AE, of soil. The AE measurement indicates that the undrained shear on isotropically consolidated sand changes the shape of yield locus so as to have more kinematic hardening type of yield locus. More importantly, a change occurred in the size of yield locus, and the undrained loading has reduced the size of yield locus. Subsequent undrained cyclic loadings further reduced the size of yield locus so that there were some additional yielding during the cyclic loadings which accompanied gradual accumulations of pore water pressures
As liquefaction due to earthquake hazards may occur on both clean sand and soil comprising of sand w...
The response of partially saturated and dry sand materials under cyclic loading is controlled by the...
A rate type constitutive equation with internal parameters is proposed for describing the behaviour ...
In order to investigate undrained behavior of saturated sand, three types of undrained triaxial test...
The influence of fines on the liquefaction potential of sandy soils has been studied by conducting i...
An experimental investigation into the Acoustic Emission (AE) response of sand has been undertaken, ...
Stress controlled undrained cyclic triaxial tests have been conducted on undisturbed sandy and silty...
The paper presents a discussion of the isotropic elastic stiffness E in the high-cycle accumulation ...
The deformation behavior of sand under simple shear loading was studied. The relation between the sh...
An experimental approach using the conventional axisymmetric triaxial apparatus suggested the introd...
In order to investigate volume change of sand due to cyclic loading, different tests were performed ...
Progressive axial strain produced by cyclic, triaxial loading conditions was measured on Ottawa sand...
Undrained cyclic triaxial tests were performed on undisturbed samples of natural soil deposits in or...
Liquefaction of saturated sand and silty sand deposits has been recognized as a major cause of damag...
The aim of this paper is to show that it is possible to model the behavior of soils in a large range...
As liquefaction due to earthquake hazards may occur on both clean sand and soil comprising of sand w...
The response of partially saturated and dry sand materials under cyclic loading is controlled by the...
A rate type constitutive equation with internal parameters is proposed for describing the behaviour ...
In order to investigate undrained behavior of saturated sand, three types of undrained triaxial test...
The influence of fines on the liquefaction potential of sandy soils has been studied by conducting i...
An experimental investigation into the Acoustic Emission (AE) response of sand has been undertaken, ...
Stress controlled undrained cyclic triaxial tests have been conducted on undisturbed sandy and silty...
The paper presents a discussion of the isotropic elastic stiffness E in the high-cycle accumulation ...
The deformation behavior of sand under simple shear loading was studied. The relation between the sh...
An experimental approach using the conventional axisymmetric triaxial apparatus suggested the introd...
In order to investigate volume change of sand due to cyclic loading, different tests were performed ...
Progressive axial strain produced by cyclic, triaxial loading conditions was measured on Ottawa sand...
Undrained cyclic triaxial tests were performed on undisturbed samples of natural soil deposits in or...
Liquefaction of saturated sand and silty sand deposits has been recognized as a major cause of damag...
The aim of this paper is to show that it is possible to model the behavior of soils in a large range...
As liquefaction due to earthquake hazards may occur on both clean sand and soil comprising of sand w...
The response of partially saturated and dry sand materials under cyclic loading is controlled by the...
A rate type constitutive equation with internal parameters is proposed for describing the behaviour ...