Unsaturated Particulate Materials—Particle-Level Studies
Author:
Affiliation:
1. Member, ASCE
2. Grad. Student, Civ. and Envir. Engrg., Georgia Inst. of Technol., Atlanta, GA 30332.
3. Prof., Civ. and Envir. Engrg., Georgia Inst. of Technol., Atlanta, GA. E-mail: carlos@ce.gatech.edu
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%282001%29127%3A1%2884%29
Reference52 articles.
1. Aitchison G. D. ( 1960). “Relationships of moisture stress and effective stress functions in unsaturated soils.” Conf. British Nat. Soc. of Int. Soil Mech. and Found. Engrg. Butterworth's London 47–52.
2. Aitchison G. D. and Donald I. B. ( 1956). “Effective stresses in unsaturated soils.” 2nd Proc. of Australia-New Zealand Conf. on Soil Mech. and Found. Engrg. University of Melbourne Australia 192–199.
3. Aubertin M. Ricard J.-F. and Chapuis R. P. ( 1998). “A predictive model for the water retention curve: Application to tailings from hard-rock mines.” Can. Geotech. J. Ottawa 35 55–69.
4. Bear J. ( 1979). Hydraulics of groundwater McGraw-Hill New York.
5. Bishop A. W. ( 1959). “The principle of effective stress.” Teknisk Ukeblad I Samarbeide Med Teknikk Oslo Norway 106(39) 859–863.
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