Pore Pressure Generation Models for Sands and Silty Soils Subjected to Cyclic Loading-Reference-Cited by-同舟云学术

Pore Pressure Generation Models for Sands and Silty Soils Subjected to Cyclic Loading

Published:2008-10 Issue:10 Volume:134 Page:1490-1500
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Polito Carmine P.¹²³,Green Russell A.¹²³,Lee Jongwon¹²³

Affiliation:

1. Associate Professor, Valparaiso Univ., Valparaiso, IN 46383. E-mail: carmine.polito@valpo.edu

2. Associate Professor, Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061. E-mail: rugreen@vt.edu

3. Doctoral Candidate, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109.

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%282008%29134%3A10%281490%29

Reference43 articles.

1. Abrahamson N. A. and Silva W. J. (1996). “Empirical ground motion models.” Rep. to Brookhaven National Laboratory Upton N.Y.

2. American Society for Testing and Materials (ASTM). (2006a). “Standard test methods for maximum index density and unit weight of soils using a vibratory table.” ASTM D4253-06 West Conshohocken Pa.

3. American Society for Testing and Materials (ASTM). (2006b). “Standard test methods for minimum index density and unit weight of soils and calculation of relative density.” ASTM D4254-00 West Conshohocken Pa.

4. American Society for Testing and Materials (ASTM). (2007b). “Standard test methods for laboratory compaction characteristics of soil using standard effort.” ASTM D698-07 West Conshohocken Pa.

5. American Society for Testing and Materials (ASTM). (2007b). “Standard test methods for laboratory compaction characteristics of soil using modified effort.” ASTM D1557-07 West Conshohocken Pa.

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