Cyclic Critical Stress States of Sand with Nonfrictional Effects-Reference-Cited by-同舟云学术

Cyclic Critical Stress States of Sand with Nonfrictional Effects

Published:1999-10 Issue:10 Volume:125 Page:1106-1114
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:Journal of Engineering Mechanics

Author:

Zhang Jian-Min,Shamoto Yasuhiro,Tokimatsu Kohji

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%281999%29125%3A10%281106%29

Reference16 articles.

1. Casagrande A. and Shannon W. L. (1948). “Strength of soils under dynamic loadings.” Proc. ASCE 74(4) 591–632.

2. Ishihara K. Tatsuoka F. and Yasuda S. (1975). “Undrained deformation and liquefaction of sand under cyclic stress.” Soils and Found. 15(1) 29–44.

3. Kawakami T. Sato H. Yukiasa A. and Hamada M. (1994). “Determination of viscous coefficient of liquefied soil with flow feature.” Proc. 29th Japanese Natn. Conf. Soil Mech. Vol. 2 819–822.

4. Cubical Triaxial Tests on Cohesionless Soil

5. Matsuoka H. and Nakai T. (1974). “Stress-deformation and strength characteristics of soil under three different principal stresses.” Proc. JSCE Tokyo 232 59–70.

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