Volume Change Behavior of Collapsible Compacted Gneiss Soil-Reference-Cited by-同舟云学术

Volume Change Behavior of Collapsible Compacted Gneiss Soil

Published:2000-10 Issue:10 Volume:126 Page:907-916
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Pereira Jose H. F.¹²³,Fredlund Delwyn G.¹²³

Affiliation:

1. Member, ASCE

2. Assoc. Prof., Dept. of Civ. Engrg., Univ. of Brasília, Colina, Bl H, Apto 402, UnB, Asa Norte, Brasília/DF, 70910-900, Brazil.

3. Prof., Dept. of Civ. Engrg., Univ. of Saskatchewan, 57 Campus Dr., Saskatoon, SK, Canada, S7N 5A9.

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%282000%29126%3A10%28907%29

Reference33 articles.

1. Alonso E. ( 1993). “Constitutive modeling of unsaturated soils.” Civil Engineering European Courses Barcelona Spain.

2. Alonso E. E. Battle F. Gens A. and Hight D. W. ( 1985). “Special soil problems—General report.” Proc. 9th ECSMFE 1087–1146.

3. Alonso E. E. Battle F. Gens A. and Lloret A. ( 1988). “Consolidation analysis of partially saturated soils—Application to earthdam construction.” Proc. 6th Int. Conf. Numer. Methods in Geomechanics 1303–1308.

4. Alonso E. Gens A. and Josa A. ( 1990). “A constitutive model for partially saturated soils.” Géotechnique London 40 405–430.

5. ASTM. ( 1992). “Test method for capillary-moisture relationships for coarse- and medium-textured soils by porous-plate apparatus.” D 2325-92 West Conshohocken Pa.

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