Assessment of the Undrained Response of Sands under Limited and Complete Liquefaction-Reference-Cited by-同舟云学术

Assessment of the Undrained Response of Sands under Limited and Complete Liquefaction

Published:2009-11 Issue:11 Volume:135 Page:1772-1776
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ashour Mohamed¹²³,Norris Gary¹²³,Nguyen Tung¹²³

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Alabama, Huntsville, AL 35806 (corresponding author)..

2. Professor, Dept. of Civil Engineering, Univ. of Nevada, Reno, NV 89557.

3. Project Engineer, California Dept. of Transportation (CALTRANS).

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%29GT.1943-5606.0000114

Reference8 articles.

1. Ashour M. (2009). “P-Y curve and lateral response of piles in fully liquefied soils.” J. Geotech. Geoenviron. Eng.JGGEFK1090-0241 submitted.

2. Liquefaction and Undrained Response Evaluation of Sands from Drained Formulation

3. Strength and Deformation Characteristics of Saturated Sand at Extremely Low Pressures

4. Nguyen T. Q. (2002). “Sand behavior from anisotropic and isotropic static and dynamic triaxial tests.” Ph.D. thesis Civil Engineering Dept. Univ. of Nevada Reno Nev.

5. Liquefaction and Residual Strength of Sands from Drained Triaxial Tests

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