Strain-Rate Effect on Soil Secant Shear Modulus at Small Cyclic Strains-Reference-Cited by-同舟云学术

Strain-Rate Effect on Soil Secant Shear Modulus at Small Cyclic Strains

Published:2003-06 Issue:6 Volume:129 Page:536-549
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Matešić Leo¹,Vucetic Mladen²

Affiliation:

1. Geokon Zagreb, Ltd., Starotrnjanska 16a, 10000 Zagreb, Croatia.

2. Professor, Civil and Environmental Engineering Dept., Univ. of California, Los Angeles, CA 90095.

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%282003%29129%3A6%28536%29

Reference40 articles.

1. Existence of A Unique Stress-Strain-Time Relation of Clays

2. ASTM. (1960). “Symposium on time rates of loading in soil testing.” ASTM Special Technical Publication No. 254 Philadelphia.

3. Direct Simple-Shear Tests on a Norwegian Quick Clay

4. Collin A. (1846). Recherches experimentales sur les glissements spontanes des terrains argileux Carilian-Goeury Paris (in French) [Shriever Translator University of Toronto Press Toronto 1956].

5. Craig W. H. (1982). “Strain rate and viscous effects in physical models.” Proc. Conf. on Soil Dynamics and Earthquake Engineering Balkema Rotterdam The Netherlands 1 351–365.

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