Critical State–Based Interpretation of the Monotonic Behavior of Hostun Sand-Reference-Cited by-同舟云学术

Critical State–Based Interpretation of the Monotonic Behavior of Hostun Sand

Published:2017-05 Issue:5 Volume:143 Page:04017004
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Azeiteiro Ricardo J. N.¹,Coelho Paulo A. L. F.²,Taborda David M. G.³,Grazina José C. D.²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Coimbra, 3030-788 Coimbra, Portugal (corresponding author).

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Coimbra, 3030-788 Coimbra, Portugal.

3. Lecturer, Dept. of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, U.K.

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.1943-5606.0001659

Reference61 articles.

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2. Analysis of Bender Element Tests

3. ASTM. (2006). “Standard test methods for maximum index density and unit weight of soils using a vibratory table.” ASTM D4253-00 West Conshohocken PA.

4. ASTM. (2006). “Standard test methods for minimum index density and unit weight of soils and calculation of relative density.” ASTM D4254-00 West Conshohocken PA.

5. Membrane Penetration Effects in Triaxial Testing

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