Evaluation of Time-Dependent Behavior of Soils-Reference-Cited by-同舟云学术

Evaluation of Time-Dependent Behavior of Soils

Published:2004-09 Issue:3 Volume:4 Page:137-156
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Augustesen Anders¹,Liingaard Morten¹,Lade Poul V.²

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Aalborg Univ., Sohngaardsholmsvej 57, 9000 Aalborg, Denmark.

2. Professor, Dept. of Civil Engineering, Catholic Univ. of America, Washington, D.C. 20064 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282004%294%3A3%28137%29

Reference77 articles.

1. Aboshi H. (1973). “An experimental investigation on the similitude in the consolidation of a soft clay including the secondary creep settlement.” Proc. 8th Int. Conf. on Soil Mechanics and Foundation Engineering Moscow Specialty Session 2 4.3 88.

2. Time-dependent deformation of normally consolidated clays and peats.;Barden L.;J. Soil Mech. Found. Div.,1969

3. Oedometer test with different specimen heights on a clay exhibiting large secondary compression

4. Bishop A. W. and Lovenbury H. T. (1969). “Creep characteristics of two undisturbed clays.” Proc. 7th ICSMFE Mexico 1 29–37.

5. Engineering Geology of Norwegian Normally-Consolidated Marine Clays as Related to Settlements of Buildings

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