Extended Strength Development Model of Cement-Treated Clay-Reference-Cited by-同舟云学术

Extended Strength Development Model of Cement-Treated Clay

Published:2016-02 Issue:2 Volume:142 Page:06015014
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chian S. C.¹,Nguyen S. T.²,Phoon K. K.³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Singapore 117576, Singapore (corresponding author).

2. Engineer, KKLim & Associates Pte. Ltd., Singapore 159349; formerly, Undergraduate Student, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Singapore 117576, Singapore.

3. Professor, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Singapore 117576, Singapore.

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%29GT.1943-5606.0001400

Reference23 articles.

1. Ahnberg H. (2003). “Strength of stabilized soils—A laboratory study on clays and organic soils stabilized with different types of binder.” Ph.D. dissertation Lund University Scania Sweden.

2. BSI (British Standards Institution). (1990a). “Methods of test for soils for civil engineering purposes—Part 2: Classification tests.” BSI 1377-2 London.

3. BSI (British Standards Institution). (1990b). “Methods of test for soils for civil engineering purposes—Part 7: Shear strength tests (total stresses).” BSI 1377-7 London.

4. Experimental study on mechanical property of cement-stabilized dark soil in DJM pile;Chen S.;Chin. J. Geotech. Eng.,2001

5. Key Parameters for Strength Control of Artificially Cemented Soils

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