Oedometer Behavior of an Artificial Cemented Highly Collapsible Soil-Reference-Cited by-同舟云学术

Oedometer Behavior of an Artificial Cemented Highly Collapsible Soil

Published:2009-06 Issue:6 Volume:135 Page:840-843
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Medero G. M.¹²²,Schnaid F.¹²²,Gehling W. Y.¹²²

Affiliation:

1. Lecturer, School of the Built Environment, Heriot-Watt Univ., William Arrol Building, Edinburgh EH14 4AS, U.K. (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Ave. Osvaldo Aranha 99, 90035-190 Porto Alegre, Brazil.

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%282009%29135%3A6%28840%29

Reference21 articles.

1. Alonso E. E. Gens A. and Hight D. W. (1987). “Special problem soils.” Proc. 9th European Conf. on Soils Mechanics and Foundation Engineering Balkema Dublin Section 5 1–68.

2. A constitutive model for partially saturated soils

3. ASTM. (2003). “Test method for measurement of collapse potential of soils.” Annual book of ASTM standards D 5333 Philadelphia.

4. ASTM. (2006). “Standard practice for classification of soils for engineering purposes (Unified Soil Classification System).” Book of ASTM standards D 2487 Philadelphia.

5. Futai M. M. Almeida M. S. S. Filho F. C. S. and Conciani W. (1999). “Experimental and theoretical evaluation of the maximum collapse.” Proc. 11th Panamerican Conf. on Soil Mechanics and Geotechnical Engineering Brazilian Association of Soil Mechanics (ABMS) Foz do Iguaçu Brazil Vol. 1 267–274.

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