Estimating the Shear Modulus of Gravelly Soils-Reference-Cited by-同舟云学术

Estimating the Shear Modulus of Gravelly Soils

Published:2005-07 Issue:7 Volume:131 Page:867-875
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Hardin Bobby O.¹²,Kalinski Michael E.¹²

Affiliation:

1. Professor, Dept. of Civil Engineering, Univ. of Kentucky, 161 Raymond Building, Lexington, KY 40506-0281.

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Kentucky, 161 Raymond Building, Lexington, KY 40506-0281.

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%282005%29131%3A7%28867%29

Reference14 articles.

1. American Society for Testing and Materials (ASTM). (2003). “Standard test methods for modulus and damping of soils by the resonant-column method.” ASTM D4015 Philadelphia.

2. Modulus and Damping of Soils by the Resonant-Column Method

3. Crushing of Soil Particles

4. Hardin B. O. (1978). “The nature of stress-strain behavior for soils.” Proc. Earthquake Engineering and Soil Dynamics ASCE New York June 3–90.

5. 1‐D Strain in Normally Consolidated Cohesionless Soils

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