A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Shear strength of Edmonton Shale
Shear strength properties of several late Cretaceous bedrock materials have been determined by both triaxial and direct shear test methods; materials were divided into three main rock types -- clay shale, bentonitic shale and bentonite, depending upon plasticity; triaxial test results at effective consolidation pressures as high as 500 psi were reported for three materials; effective stress rupture lines were found to be roughly parallel and of concave downwards shape with final inclination of only 8 1/2° at higher pressures; triaxial tests gave peak strengths only; direct shear tests yielded both peak and residual strengths.
Shear strength of Edmonton Shale
Shear strength properties of several late Cretaceous bedrock materials have been determined by both triaxial and direct shear test methods; materials were divided into three main rock types -- clay shale, bentonitic shale and bentonite, depending upon plasticity; triaxial test results at effective consolidation pressures as high as 500 psi were reported for three materials; effective stress rupture lines were found to be roughly parallel and of concave downwards shape with final inclination of only 8 1/2° at higher pressures; triaxial tests gave peak strengths only; direct shear tests yielded both peak and residual strengths.
Shear strength of Edmonton Shale
Geotechnical Conf
Sinclair, S.R. (author) / Brooker, E.W. (author)
Proceedings of the Geotechnical Conference -- Shear Strength Properties of Natural Soils and Rocks ; 1967 ; Norway , Oslo
1967
5 pages
Conference paper
English
© Metadata Copyright Elsevier B. V. All rights reserved.
High-Capacity Micropiles in Edmonton Shale
| ASCE | 2019
High-Capacity Micropiles in Edmonton Shale
| TIBKAT | 2019
High-Capacity Micropiles in Edmonton Shale
| British Library Conference Proceedings | 2019
Online Contents | 1978
Universitätsbibliothek Edmonton, CDN
| Online Contents | 1975