Strain Rate, Creep, and Stress Drop-Creep Experiments on Crushed Coral Sand-Reference-Cited by-同舟云学术

Strain Rate, Creep, and Stress Drop-Creep Experiments on Crushed Coral Sand

Published:2009-07 Issue:7 Volume:135 Page:941-953
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Lade Poul V.¹²³,Liggio Carl D.¹²³,Nam Jungman¹²³

Affiliation:

1. Professor, Dept. of Civil Engineering, The Catholic Univ. of America, Washington, D.C. 20064 (corresponding author).

2. Director, US Power Generating Company, LLC, 505 Fifth Ave., 21st floor, New York, NY 10017.

3. Professor, Dept. of Civil & Environmental Engineering, Cheju National Univ., 66 Jejudaehakno, Jeju-Do 690-756, Korea.

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.1943-5606.0000067

Reference30 articles.

1. Experimental and Data Analysis Techniques Used for High Strain Rate Tests on Cohesionless Soil

2. Viscous effects on the stress-strain behavior of gravelly soil in drained triaxial compression;AnhDan L.;Geotech. Test. J.,2006

3. Evaluation of Time-Dependent Behavior of Soils

4. Experimental Study on the Aging of Sands

5. Bjerrum L. (1973). “Problems of soil mechanics and construction on soft clays and structurally unstable soils.” Proc. 8th ICSMFE (13) Moscow 111–159.

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