Numerical Simulation of Liquefaction-Induced Deformations-Reference-Cited by-同舟云学术

Numerical Simulation of Liquefaction-Induced Deformations

Published:2000-07 Issue:7 Volume:126 Page:657-666
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Arulanandan K.¹²³⁴⁵,Li X. S.¹²³⁴⁵,Sivathasan K. (Siva)¹²³⁴⁵

Affiliation:

1. Members, ASCE

2. Student Member, ASCE

3. Prof., Dept. of Civ. and Envir. Engrg., Univ. of California, Davis, CA 95616.

4. Assoc. Prof., Hong Kong Univ. of Sci. and Technol., Hong Kong, China.

5. Grad. Student, Dept. of Civ. and Envir. Engrg., Univ. of California, Davis, CA.

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%282000%29126%3A7%28657%29

Reference28 articles.

1. Archie G. E. (1942). “The electrical resistivity log as an aid in determining some reservoir characteristics.” Trans. Am. Inst. of Mining Metallurgical and Petroleum Engrs. 146 54–61.

2. Arulanandan K. Anandarajah A. and Meegoda N. J. (1983). “Soil characterization for nondestructive in-situ testing.” Symp. Proc. Interaction of Non-Nuclear Munitions with Struct. U.S. Air Force Academy Colorado Springs Colo.

3. Arulanandan K. and Dafalias Y. F. (1979). “Significance of formation factor in sand structure characterization.” Letters in Application and Engrg. Sci. 17 109–112.

4. Arulanandan K. and Kutter B. L. (1978). “Directional structure index related to sand liquefaction.” Proc. Specialty Conf. on Earthquake Engrg. and Soil Dyn. ASCE New York 213–229.

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