Simple Shear of an Undisturbed Soft Marine Clay in NGI and Torsional Shear Equipment
- 1 June 1991
- journal article
- Published by ASTM International in Geotechnical Testing Journal
- Vol. 14 (2) , 180-194
- https://doi.org/10.1520/gtj10560j
Abstract
A series of undrained, simple shear tests were performed on undisturbed, soft, marine clay from the continental slope of Israel in a direct simple shear device (NGI) and in a new torsional shear apparatus. The new apparatus is described, and the problematics of simple shear testing in both devices are discussed. Most previous torsional shear testing on clays reported in the literature has been performed on remolded specimens. In order to prepare specimens from undisturbed samples of the soft, marine clay, whose natural moisture content is close to the liquid limit, a special preparation technique was developed. A comparison of the stress-strain curves obtained in the two devices indicates higher stiffness and strength of the specimens tested in the torsional equipment; a similar observation has been reported in the literature from tests on sands and remolded clays. It is the authors' view that the main cause for the discrepancy is flexibility of the confining membrane in the NGI equipment. In view of the relevance of simple shear conditions to actual field problems, it appears important to further clarify this difference and to establish an accepted method for simple shear testing in the laboratory.Keywords
This publication has 21 references indexed in Scilit:
- Simple shear testing for the study of the earthquake response of clay from the Israeli continental slopeMarine Geotechnology, 1988
- State-of-the-Art Paper: Hollow Cylinder Torsional Devices: Their Advantages and LimitationsPublished by ASTM International ,1988
- State-of-the-Art Paper: Some Recent Developments in Triaxial Testing Systems for Cohesionless SoilsPublished by ASTM International ,1988
- Comparison of truly undrained and constant volume direct simple shear testsGéotechnique, 1987
- Undrained Strength of Sand Undergoing Cyclic Rotation of Principal Stress AxesSoils and Foundations, 1985
- Integrated Testing and Properties of a Gulf of Mexico ClayPublished by ASTM International ,1985
- An Evaluation of Laboratory Testing Techniques in Soil MechanicsSoils and Foundations, 1983
- Cyclic Undrained Stress-Strain Behavior of Dense Sands by Torsional Simple Shear TestSoils and Foundations, 1982
- Limitations of Direct Simple Shear Test DevicesPublished by ASTM International ,1981
- Torsion Shear Apparatus for Soil TestingPublished by ASTM International ,1981