A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The Residual Strength of Seattle Clays During Triaxial Testing
A new test method for determining the residual strength of soils is shown. This procedure involves shearing the soil samples in undrained triaxial tests several times along the same natural failure plane until the deviator stresses and pore pressures assume a constant value. This method differs from others in that a precut plane is not used. (Modified author abstract)
The Residual Strength of Seattle Clays During Triaxial Testing
A new test method for determining the residual strength of soils is shown. This procedure involves shearing the soil samples in undrained triaxial tests several times along the same natural failure plane until the deviator stresses and pore pressures assume a constant value. This method differs from others in that a precut plane is not used. (Modified author abstract)
The Residual Strength of Seattle Clays During Triaxial Testing
M. A. Sherif (author) / M. J. Wu (author)
1968
94 pages
Report
No indication
English
Use of free ends in triaxial testing of clays
| Engineering Index Backfile | 1965
Strength and Dilatancy of Overconsolidated Clays in Drained True Triaxial Tests
| British Library Online Contents | 2014
Strength and Dilatancy of Overconsolidated Clays in Drained True Triaxial Tests
| Online Contents | 2014