Small scale laboratory experiments, in which the specimen is considered to represent an element of soil in the soil mass, are essential to the evolution of fundamental theories of mechanical behaviour. In this thesis, plane strain and axisymmetric compression tests, performed on a fine sand, are reported and the results are compared with various theoretical predictions. A new apparatus is described in which cuboidal samples can be tested in either axisymmetric compression or plane strain. The plane strain condition is simulated either by rigid side platens, in the conventional manner, or by flexible side platens which also measure the intermediate principal stress. Close control of the initial porosity of the specimens is achieved by a vibr...
Many field problems in soils approximate plane strain conditions. Conventional laboratory practice, ...
To improve the geotechnical stress"“strain analysis, the stress"“strain behavior of geomaterial unde...
The behaviour of a natural sand in triaxial compression and direct simple shear was compared by mean...
An apparatus has been designed to investigate the mechanical behaviour of soils under plane strain. ...
This thesis contains an experimental investigation of the yielding behaviour of sand loaded in triax...
Experimental results are presented in this paper to study the effect of specimen preparation method ...
A comprehensive experimental study on the strain softening and instability behaviour of granular soi...
A general stress-strain relationship in incremental and invariant form is derived for sand on the ba...
A comprehensive experimental investigation was conducted to investigate the effects of loading condi...
Fundamental behaviour of Ottawa sand, in the strain range of 1 x 10⁻² to 1 x 10⁻⁵, is investigated b...
The plane strain behaviour of sand is studied using, previously proposed, incremental model describi...
A comprehensive experimental study has been made on angular sand to investigate various aspects of m...
This work aimed to understand the mechanical behavior of siliceous and calcareous sand materials und...
A basic set of experiments for the determination of mechanical properties of sands is described. Thi...
This paper describes an experimental study of failure and softening behaviour in dense Toyoura sand....
Many field problems in soils approximate plane strain conditions. Conventional laboratory practice, ...
To improve the geotechnical stress"“strain analysis, the stress"“strain behavior of geomaterial unde...
The behaviour of a natural sand in triaxial compression and direct simple shear was compared by mean...
An apparatus has been designed to investigate the mechanical behaviour of soils under plane strain. ...
This thesis contains an experimental investigation of the yielding behaviour of sand loaded in triax...
Experimental results are presented in this paper to study the effect of specimen preparation method ...
A comprehensive experimental study on the strain softening and instability behaviour of granular soi...
A general stress-strain relationship in incremental and invariant form is derived for sand on the ba...
A comprehensive experimental investigation was conducted to investigate the effects of loading condi...
Fundamental behaviour of Ottawa sand, in the strain range of 1 x 10⁻² to 1 x 10⁻⁵, is investigated b...
The plane strain behaviour of sand is studied using, previously proposed, incremental model describi...
A comprehensive experimental study has been made on angular sand to investigate various aspects of m...
This work aimed to understand the mechanical behavior of siliceous and calcareous sand materials und...
A basic set of experiments for the determination of mechanical properties of sands is described. Thi...
This paper describes an experimental study of failure and softening behaviour in dense Toyoura sand....
Many field problems in soils approximate plane strain conditions. Conventional laboratory practice, ...
To improve the geotechnical stress"“strain analysis, the stress"“strain behavior of geomaterial unde...
The behaviour of a natural sand in triaxial compression and direct simple shear was compared by mean...