The results of drained triaxial compression tests on a highly plastic clay from Manitoba and a clay shale (Bearpaw shale) from Saskatchewan are reported. The shear strength parameters are expressed in terms of effective stresses for both peak and residual strength.Peer reviewed: NoNRC publication: Ye
The shear modulus and equivalent viscous damping ratio of three sensitive clays from the sediments o...
Compressibility and strength characteristics of specimens cut from a fairly uniform chunk sample of ...
ABSTRACT: Results from unconfined compression testing of clay soils have provided evidence that the ...
It is commonly understood and accepted today that soft, contractant soils, when sheared under undrai...
An experimental investigation into the stress-strain behavior of an undisturbed sensitive clay is pr...
Shear strength parameters of compacted clay liners (CCLs) are needed for the safety design and stabi...
Many field problems in soils approximate plane strain conditions. Conventional laboratory practice, ...
Triaxial shear test is the most accurate test for deciding the undrained shear strength of clay. In ...
An investigation has been conducted to gain a better understanding of the drained residual and fully...
Ever since Hvorslev proposed a failure criterion incorporating intrinsic parameters, several test pr...
A series of field vane strength measurements conducted in the subsoil of four fills of different geo...
The short term stability condition of cuts in clay and embankments on clay is generally assessed on ...
International audienceThe paper summarizes the results from undrained triaxial compression tests on ...
The Cambridge self-boring pressuremeter and the Norwegian Geotechnical Institute field vane apparatu...
The purpose of this thesis has been to design and develop a practical apparatus for determining the ...
The shear modulus and equivalent viscous damping ratio of three sensitive clays from the sediments o...
Compressibility and strength characteristics of specimens cut from a fairly uniform chunk sample of ...
ABSTRACT: Results from unconfined compression testing of clay soils have provided evidence that the ...
It is commonly understood and accepted today that soft, contractant soils, when sheared under undrai...
An experimental investigation into the stress-strain behavior of an undisturbed sensitive clay is pr...
Shear strength parameters of compacted clay liners (CCLs) are needed for the safety design and stabi...
Many field problems in soils approximate plane strain conditions. Conventional laboratory practice, ...
Triaxial shear test is the most accurate test for deciding the undrained shear strength of clay. In ...
An investigation has been conducted to gain a better understanding of the drained residual and fully...
Ever since Hvorslev proposed a failure criterion incorporating intrinsic parameters, several test pr...
A series of field vane strength measurements conducted in the subsoil of four fills of different geo...
The short term stability condition of cuts in clay and embankments on clay is generally assessed on ...
International audienceThe paper summarizes the results from undrained triaxial compression tests on ...
The Cambridge self-boring pressuremeter and the Norwegian Geotechnical Institute field vane apparatu...
The purpose of this thesis has been to design and develop a practical apparatus for determining the ...
The shear modulus and equivalent viscous damping ratio of three sensitive clays from the sediments o...
Compressibility and strength characteristics of specimens cut from a fairly uniform chunk sample of ...
ABSTRACT: Results from unconfined compression testing of clay soils have provided evidence that the ...
DOI
Add to ORKG