Transparent Amorphous Silica to Model Clay-Reference-Cited by-同舟云学术

Transparent Amorphous Silica to Model Clay

Published:2002-03 Issue:3 Volume:128 Page:262-273
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Iskander Magued G.¹,Liu Jinyuan²,Sadek Samer²

Affiliation:

1. Associate Professor, Polytechnic Univ., 6 Metrotech Center, Brooklyn, NY 11201.

2. Graduate Research Assistant, Polytechnic Univ., 6 Metrotech Center, Brooklyn, NY 11201.

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%3A3%28262%29

Reference43 articles.

1. Allersma H. (1982). “Photo-elastic stress analysis and strains in simple shear.” Proc. IUTAM Symposium on Deformation and Failure of Granular Materials P. A. Vermeer and H. J. Luger eds. A. A. Balkema Rotterdam 345–353.

2. ASTM. (1999a). “Standard test method for one-dimensional consolidation properties of soils.” D 2435-99 West Conshohocken Pa.

3. ASTM. (1999b). “Standard test method for consolidated-undrained triaxial compression test on cohesive soils.” D 4767-99 West Conshohocken Pa.

4. Deformation and strength characteristics of soft Bangkok clay.;Balasubramaniam A. S.;J. Geotech. Eng. Div., Am. Soc. Civ. Eng.,1978

5. Bishop A. W. (1971). “Shear strength parameters for undisturbed and remolded soil specimens.” Proc. Roscoe Memorial Symposium: Stress-Strain Behavior of Soils R. H. G. Parry ed. C. T. Foulis and Henley-on-Thames England 3–58.

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