Add to ORKGThe objectives of this project are to develop a hollow cylinder apparatus (HCA) and to use it to study the anisotropic stress-strain, in particular, the instability behaviour, of a granular fill material under general stress conditions including principal stress rotation.RG 4/95, RG 42/96, RG 3/95/9
This paper presents and discusses results from a series of hollow cylinder tests, carried out to inv...
Vehicle traffic loading appears to contribute significantly to long term settlement beneath highways...
Although the cyclic rotation of the principal stress direction is important, its effect on the defor...
The objectives of this project are to develop a hollow cylinder apparatus (HCA) and to use it to stu...
The objectives of this study are to study the anisotropic stress-strain and the instability behaviou...
Most sedimentary deposits are inherently anisotropic due to their natural deposition in horizontal l...
A fundamental investigation of the stress-strain behaviour of inherently anisotropic sands is presen...
The impact of fabric anisotropy on the behaviour of granular soil remains a subject of great interes...
Drained behaviour of sands under simultaneous increase in stress ratio and principal stress rotation...
Many geotechnical problems involve the rotation of principal stress and strain directions in the gro...
Sand is a naturally occurring, cohesionless, granular material with varying morphology. It has been ...
Rotational shear is the type of loading path where samples are subjected to cyclic rotation of princ...
The paper presents the results of research on natural cohesive soil carried out in the Hollow Cylind...
Non-coaxiality of the principal stress direction and principal strain increment direction has been o...
This thesis deals with the effect of the principal stress rotation on the behavior of natural soils....
This paper presents and discusses results from a series of hollow cylinder tests, carried out to inv...
Vehicle traffic loading appears to contribute significantly to long term settlement beneath highways...
Although the cyclic rotation of the principal stress direction is important, its effect on the defor...
The objectives of this project are to develop a hollow cylinder apparatus (HCA) and to use it to stu...
The objectives of this study are to study the anisotropic stress-strain and the instability behaviou...
Most sedimentary deposits are inherently anisotropic due to their natural deposition in horizontal l...
A fundamental investigation of the stress-strain behaviour of inherently anisotropic sands is presen...
The impact of fabric anisotropy on the behaviour of granular soil remains a subject of great interes...
Drained behaviour of sands under simultaneous increase in stress ratio and principal stress rotation...
Many geotechnical problems involve the rotation of principal stress and strain directions in the gro...
Sand is a naturally occurring, cohesionless, granular material with varying morphology. It has been ...
Rotational shear is the type of loading path where samples are subjected to cyclic rotation of princ...
The paper presents the results of research on natural cohesive soil carried out in the Hollow Cylind...
Non-coaxiality of the principal stress direction and principal strain increment direction has been o...
This thesis deals with the effect of the principal stress rotation on the behavior of natural soils....
This paper presents and discusses results from a series of hollow cylinder tests, carried out to inv...
Vehicle traffic loading appears to contribute significantly to long term settlement beneath highways...
Although the cyclic rotation of the principal stress direction is important, its effect on the defor...