Liquefaction Resistance of Undisturbed and Reconstituted Samples of a Natural Coarse Sand from Undrained Cyclic Triaxial Tests-Reference-Cited by-同舟云学术

Liquefaction Resistance of Undisturbed and Reconstituted Samples of a Natural Coarse Sand from Undrained Cyclic Triaxial Tests

Published:2006-02 Issue:2 Volume:132 Page:194-202
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ghionna Vito Nicola¹²,Porcino Daniela¹²

Affiliation:

1. Full Professor, Dept. of Structural and Geotechnical Engineering, Technical Univ. of Turin, Corso Duca degli Abruzzi 24-10128 Torino, Italy.

2. Researcher, Dept. of Mechanics and Materials, Mediterranean Univ. of Reggio Calabria, Via Graziella (Feo diVito)-89060 Reggio Calabria, Italy.

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%282006%29132%3A2%28194%29

Reference36 articles.

1. Undrained Monotonic and Cyclic Strength of Sands

2. American Society for Tests and Materials (ASTM). (1991). “Standard test method for minimum index density and unit weight of soils and calculation of relative density.” ASTM D 4254-91 ASTM West Conshohoken Pa.

3. American Society for Tests and Materials (ASTM). (1993). “Standard test method for maximum index density and unit weight of soils using a vibratory table.” ASTM D 4253-93 ASTM West Conshohoken Pa.

4. Empirical Correlation between SPT N-Value and Relative Density for Sandy Soils

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