Unsaturated Soil Mechanics in Engineering Practice-Reference-Cited by-同舟云学术

Unsaturated Soil Mechanics in Engineering Practice

Published:2006-03 Issue:3 Volume:132 Page:286-321
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Fredlund Delwyn G.¹

Affiliation:

1. Professor Emeritus, Dept. of Civil and Geological Engineering, Univ. of Saskatchewan, 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%282006%29132%3A3%28286%29

Reference137 articles.

1. Aldrich H. P. (1956). “Frost penetration below highway and airfield pavements.” Highway Research Board Bulletin 135 Highway Research Board Washington D.C. 124–144.

2. A constitutive model for partially saturated soils

3. American Society for Testing and Materials (ASTM). (2003). “Determination of the soil–water characteristic curve for desorption using a hanging column pressure extractor chilled mirror hygrometer and/or centrifuge.” ASTM Standard D-6836-02 ASTM West Conshohocken Pa.

4. A model to predict the water retention curve from basic geotechnical properties

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