Cyclic Undrained Stress-Strain Behavior of Dense Sands by Torsional Simple Shear Test-Reference-Cited by-同舟云学术

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Cyclic Undrained Stress-Strain Behavior of Dense Sands by Torsional Simple Shear Test

Published:1982-06 Issue:2 Volume:22 Page:55-70
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Tatsuoka Fumio,Muramatsu Masashige,Sasaki Tsutomu

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference18 articles.

1. Sand liquefaction in large-scale- simple shear tests;DeAlba;Journal of the GE Div., ASCE,1976

2. Sand liquefaction in triaxial and simple shear test;Finn;Journal of the SMF Div., ASCE,1971

3. Specimen size effects in undrained torsional simple shear test on sand;Fukushima,1980

4. Effects of confining pressure on shear strength of sand and glass beads by torsional simple shear test;Fukushima,1981

5. Soil liquefaction by torsional simple shear device;Ishibashi;Journal of the GE Div., ASCE,1974

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