Cyclic Undrained Shear Properties of High Quality Undisturbed Tokyo Gravel-Reference-Cited by-同舟云学术

Cyclic Undrained Shear Properties of High Quality Undisturbed Tokyo Gravel

Published:1988-12 Issue:4 Volume:28 Page:57-68
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Hatanaka Munenori,Suzuki Yoshio,Kawasaki Takato,Endo Masaaki

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference11 articles.

1. Comparative test results on the shear strength of the gravel in Iargescale triaxial tests (an interim report);Committee on the Testing Method of the Granylar Material of JSSMFE;Tsuchi-to-Kiso, JSSMFE,1984

2. Discussion on E. B. Hall’s paper;Converse,1950

3. A triaxial apparatus for testing large soil specimens;Hall;ASTM, STP,1950

4. Liquefaction resistance of two alluvial volcanic soils sampled by in situ freezing;Hatanaka;Soils and Foundations,1985

5. Discussion;Meyerhof,1957

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