Add to ORKGThe residual strength of three different natural soils, lower Lias clay, London clay and a clay fron Baghdad, Iraq were investigated using the shear box and a modified Bromhead ring shear apparatus. [Continues.
The results of drained triaxial compression tests on a highly plastic clay from Manitoba and a clay ...
The objective of this research was to find an effective method of measuring the residual shear stren...
This paper reports experimental results relative to the influence of pore fluid composition on the p...
The residual strength of three different natural soils, lower Lias clay, London clay and a clay fron...
The purpose of this thesis has been to design and develop a practical apparatus for determining the ...
This thesis sets out to investigate and resolve a number of technical issues relating to the residua...
Thirty four samples were prepared with different combination of bentonite, kaolin and standard sand....
An investigation has been conducted to gain a better understanding of the drained residual and fully...
A laboratory study on the fast residual strength of clay soils is present in this paper. Laboratory ...
A satisfactory technique for determining the residual strength of overconsolidated clay has not been...
The shear stress of stiff or dense soils increases with the displacement and reaches itsmaximum valu...
The paper presents a comprehensive laboratory campaign carried out with the aim to asses the residua...
Two main means of measuring shear strength were used: the first was the direct shear apparatus with ...
AbstractThis paper reports on the results of direct shear tests carried out under controlled displac...
This paper reports on the results of direct shear tests carried out under controlled displacement ra...
The results of drained triaxial compression tests on a highly plastic clay from Manitoba and a clay ...
The objective of this research was to find an effective method of measuring the residual shear stren...
This paper reports experimental results relative to the influence of pore fluid composition on the p...
The residual strength of three different natural soils, lower Lias clay, London clay and a clay fron...
The purpose of this thesis has been to design and develop a practical apparatus for determining the ...
This thesis sets out to investigate and resolve a number of technical issues relating to the residua...
Thirty four samples were prepared with different combination of bentonite, kaolin and standard sand....
An investigation has been conducted to gain a better understanding of the drained residual and fully...
A laboratory study on the fast residual strength of clay soils is present in this paper. Laboratory ...
A satisfactory technique for determining the residual strength of overconsolidated clay has not been...
The shear stress of stiff or dense soils increases with the displacement and reaches itsmaximum valu...
The paper presents a comprehensive laboratory campaign carried out with the aim to asses the residua...
Two main means of measuring shear strength were used: the first was the direct shear apparatus with ...
AbstractThis paper reports on the results of direct shear tests carried out under controlled displac...
This paper reports on the results of direct shear tests carried out under controlled displacement ra...
The results of drained triaxial compression tests on a highly plastic clay from Manitoba and a clay ...
The objective of this research was to find an effective method of measuring the residual shear stren...
This paper reports experimental results relative to the influence of pore fluid composition on the p...
