Collapse Behavior of Compacted Silty Clay in Suction-Monitored Oedometer Apparatus-Reference-Cited by-同舟云学术

Collapse Behavior of Compacted Silty Clay in Suction-Monitored Oedometer Apparatus

Published:2007-07 Issue:7 Volume:133 Page:867-877
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Jotisankasa Apiniti¹²³,Ridley Andrew¹²³,Coop Matthew¹²³

Affiliation:

1. Lecturer, Dept. of Civil Engineering, Kasetsart Univ., Jatujak, Bangkok, Thailand, 10900; formerly, Imperial College London, U.K. (corresponding author). E-mail: fengatj@ku.ac.th

2. Company Director, Geotechnical Observations Ltd, Egham, Surrey, U.K.; formerly, Imperial College London, U.K.

3. Reader, Dept. of Civil and Environmental Engineering, Imperial College London, SW7 2AZ, U.K.

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%282007%29133%3A7%28867%29

Reference18 articles.

1. A constitutive model for partially saturated soils

2. The collapse mechanism in partly saturated soil

3. Camapum de Carvalho J. Guimaraes R. C. and Pereira J. H. F. (2002). “Courbes de retention d’eau d’un profil d’alteration.” Proc. 3rd Int. Conf. on Unsaturated Soils 289–294 (in French).

4. Cassagrande A. (1936). “The determination of the preconsolidation load and its practical significance.” Proc. 1st Int. Conf. on Soil Mech. and Found. Eng. Vol. 3 Balkema Rotterdam The Netherlands 60–64.

5. The filter-paper method of suction measurement

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