Liquefaction Susceptibility Criteria for Silts and Clays-Reference-Cited by-同舟云学术

Liquefaction Susceptibility Criteria for Silts and Clays

Published:2006-11 Issue:11 Volume:132 Page:1413-1426
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Boulanger Ross W.¹²,Idriss I. M.¹²

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

2. Professor Emeritus, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282006%29132%3A11%281413%29

Reference56 articles.

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2. Aas G. (1976b). “Totalspanningsanalyser prinsipp grunnlag.” Norske Sivilingeniørers Forening Kurs i Jordartsegenskaper–bestämmelse og anvendelse. Gol.

3. Cyclic Soil Data for Design of Gravity Structures

4. Andrews D. C. A. and Martin G. R. (2000). “Criteria for liquefaction of silty soils.” Proc. 12th World Conf. on Earthquake Engineering Auckland New Zealand.

5. Undrained Behavior of Clay Under Cyclic Shear Stresses

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