Effect of Setting Method on the Behaviour of Clays in Triaxial Compression from Saturation to Undrained Shear

Author:

Ampadu S.K.,Tatsuoka Fumio

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference26 articles.

1. A hollow cylinder torsional simple shear apparatus capable of a wide range of shear strain measurement;Ampadu;Geotechnical Testing Journal, ASTM,1993

2. Undrained behaviour of kaolin in torsional simple shear;Ampadu,1991

3. An automated stress path control triaxial system;Ampadu;Geotechnical Testing Journal,1989

4. Procedures used to obtain soil parameters for foundation engineering in the North Sea;Anderson;Marine Geotechnology,1979

5. The NGI 54 mm samplers for undisturbed sampling of clays and representative sampling of coarser materials;Andersen,1979

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