Add to ORKGThis thesis presents the account of an investigation into the effects of the rate of strain used in testing on the measured shear strength characteristics of three types of clay soils. The investigation consisted of undrained triaxial testing of specimens of each type of clay under varying conditions of cell pressure and strain rate. [...
The main purpose of the testing program was to determine if the strength of a particular clay deposi...
The research described in this thesis was undertaken to answer issues related to cavity expansion an...
Triaxial shear test is the most accurate test for deciding the undrained shear strength of clay. In ...
This paper presents the stress–strain behaviour of three structured clays subjected to a number of s...
International audienceThe paper summarizes the results from undrained triaxial compression tests on ...
There is a need for an improved understanding of rate effects over a wide range of strain rates in o...
Strain rates ranging from 20% to 100% per second were used in consolidated-undrained triaxial tests,...
The response of clay is highly dependent on straining and loading rate. To obtain a realistic predic...
Soils display strain rate dependant behaviour which may pose a problem in geotechnical engineering a...
An experimental investigation into the stress-strain behavior of an undisturbed sensitive clay is pr...
Viscous rate effects in fine-grained soils may occur in many engineering applications (e.g. dynamica...
Many field problems in soils approximate plane strain conditions. Conventional laboratory practice, ...
Clayey soils tend to undergo continuous compression with time, even after excess pore pressures have...
This thesis sets out to investigate and resolve a number of technical issues relating to the residua...
The experimental results reported in this paper were obtained performing monotonic, cyclic and dynam...
The main purpose of the testing program was to determine if the strength of a particular clay deposi...
The research described in this thesis was undertaken to answer issues related to cavity expansion an...
Triaxial shear test is the most accurate test for deciding the undrained shear strength of clay. In ...
This paper presents the stress–strain behaviour of three structured clays subjected to a number of s...
International audienceThe paper summarizes the results from undrained triaxial compression tests on ...
There is a need for an improved understanding of rate effects over a wide range of strain rates in o...
Strain rates ranging from 20% to 100% per second were used in consolidated-undrained triaxial tests,...
The response of clay is highly dependent on straining and loading rate. To obtain a realistic predic...
Soils display strain rate dependant behaviour which may pose a problem in geotechnical engineering a...
An experimental investigation into the stress-strain behavior of an undisturbed sensitive clay is pr...
Viscous rate effects in fine-grained soils may occur in many engineering applications (e.g. dynamica...
Many field problems in soils approximate plane strain conditions. Conventional laboratory practice, ...
Clayey soils tend to undergo continuous compression with time, even after excess pore pressures have...
This thesis sets out to investigate and resolve a number of technical issues relating to the residua...
The experimental results reported in this paper were obtained performing monotonic, cyclic and dynam...
The main purpose of the testing program was to determine if the strength of a particular clay deposi...
The research described in this thesis was undertaken to answer issues related to cavity expansion an...
Triaxial shear test is the most accurate test for deciding the undrained shear strength of clay. In ...