Large and Small Strain Properties of Sands Subjected to Local Void Increase-Reference-Cited by-同舟云学术

Large and Small Strain Properties of Sands Subjected to Local Void Increase

Published:2002-12 Issue:12 Volume:128 Page:1018-1025
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Fam M. A.¹,Cascante G.²,Dusseault M. B.³

Affiliation:

1. Assistant Professor, Civil Engineering Dept., Cairo Univ., Giza, Egypt.

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Waterloo, Waterloo ON, Canada N2L 3G1 (corresponding author).

3. Professor, Earth Sciences Dept., and Vice-Director, Porous Media Research Institute, Univ. of Waterloo, Waterloo ON, Canada N2L 3G1.

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%282002%29128%3A12%281018%29

Reference22 articles.

1. Low and High Strain Macrobehavior of Grain MassesThe Effect of Particle Eccentricity

2. Aggour M. S. Tawfiq K. S. and Taha M. R. (1988). “Impulse and random testing of soils.” Proc. Earthquake engineering and soil dynamics II; recent advances in ground-motion evaluation Von Thun J. Lawrence eds. Geotechnical Special Publication No. 20 Park City Utah 346–358.

3. A state parameter for sands

4. Measurement of Shear Waves in Laboratory Specimens by Means of Piezoelectric Transducers

5. Interparticle Contact Behavior and Wave Propagation

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