Undrained Shear Behavior of Cement Admixed Clay at High Water Content-Reference-Cited by-同舟云学术

Undrained Shear Behavior of Cement Admixed Clay at High Water Content

Published:2004-10 Issue:10 Volume:130 Page:1096-1105
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Horpibulsuk Suksun¹,Miura Norihiro²,Bergado D. T.³

Affiliation:

1. Assistant Professor, School of Civil Engineering, Suranaree Univ. of Technology, Nakhon-Ratchasima 30000, Thailand.

2. Professor Emeritus, Institute of Soft Ground Engineering, Saga, Japan.

3. Professor, School of Civil Engineering, Asian Institute of Technology, Bangkok, Thailand.

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%282004%29130%3A10%281096%29

Reference32 articles.

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2. Stress history effect on the stress-strain behaviour of a saturated clay;Balasubramaniam A. S.;Geotech. Eng.,1973

3. Stress-Strain Behaviour of a Saturated Clay for States Below the State Boundary Surface

4. Balasubramaniam A.S. and Buensuceso J.R. ( 1989). “On the overconsolidated behavior of lime treated soft clay.” Proc. 12th Int. Conf. on Soil Mechanics and Foundation Engineering 1335–1338.

5. Cemented sands under static loading;Clough G. W.;J. Geotech. Eng. Div., Am. Soc. Civ. Eng.,1981

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