With the aim to achieve a better understanding of the time-dependent behaviour of structured clays, especially cemented clay, a critical review of the literature and a programme of laboratory testing have been carried out. In order to investigate the time effects on different structured clays, a series of advanced triaxial and oedometer tests were conducted on reconstituted pure kaolin (PK), artificially cemented kaolin (ACK) with different curing periods, and remoulded artificially cemented kaolin (RACK). Strain rate effects were examined in pure kaolin with different degrees of over-consolidation in both undrained and drained shearing. The influence of bond structure on the monotonic stress-strain behaviour of cemented kaolin was investi...
This paper investigates the results obtained from a series of K-consolidated undrained triaxial test...
The strength and deformation characteristics of cement treated soft Bangladesh clays are evaluated t...
Cement stabilization has been widely used for improving the strength and stiffness of soft clayey so...
Recent studies on the time dependent behaviour of geotechnical structures have highlighted the need ...
In this paper, the strength and compressibility of a reference material such as Kaolin clay after tr...
The mechanical behaviour of natural clays is influenced by the degradation of the structure develope...
This paper presents a study on the evolution of small strain stiffness (Gmax) along vertical and hor...
A nondestructive technique was used as an alternative method to monitor the hardening of cementtreat...
This paper presents the stress–strain behaviour of three structured clays subjected to a number of s...
Time dependence of stress-strain and strength characteristics of a sensitive, overconsolidated, inta...
Kaolin clay has features high compressibility and also very low strength. Stabilization methods are ...
v. 2 entitled: Proceedings of the 5th International Young Geotechnical Engineers' ConferenceSession ...
The research described in this thesis was undertaken to answer issues related to cavity expansion an...
A simple nondestructive technique was used as an alternative method to monitor the hardening of ceme...
The main purpose of the testing program was to determine if the strength of a particular clay deposi...
This paper investigates the results obtained from a series of K-consolidated undrained triaxial test...
The strength and deformation characteristics of cement treated soft Bangladesh clays are evaluated t...
Cement stabilization has been widely used for improving the strength and stiffness of soft clayey so...
Recent studies on the time dependent behaviour of geotechnical structures have highlighted the need ...
In this paper, the strength and compressibility of a reference material such as Kaolin clay after tr...
The mechanical behaviour of natural clays is influenced by the degradation of the structure develope...
This paper presents a study on the evolution of small strain stiffness (Gmax) along vertical and hor...
A nondestructive technique was used as an alternative method to monitor the hardening of cementtreat...
This paper presents the stress–strain behaviour of three structured clays subjected to a number of s...
Time dependence of stress-strain and strength characteristics of a sensitive, overconsolidated, inta...
Kaolin clay has features high compressibility and also very low strength. Stabilization methods are ...
v. 2 entitled: Proceedings of the 5th International Young Geotechnical Engineers' ConferenceSession ...
The research described in this thesis was undertaken to answer issues related to cavity expansion an...
A simple nondestructive technique was used as an alternative method to monitor the hardening of ceme...
The main purpose of the testing program was to determine if the strength of a particular clay deposi...
This paper investigates the results obtained from a series of K-consolidated undrained triaxial test...
The strength and deformation characteristics of cement treated soft Bangladesh clays are evaluated t...
Cement stabilization has been widely used for improving the strength and stiffness of soft clayey so...