Long-Term Effect of Curing Temperature on the Strength Behavior of Cement-Stabilized Clay-Reference-Cited by-同舟云学术

Long-Term Effect of Curing Temperature on the Strength Behavior of Cement-Stabilized Clay

Published:2014-08 Issue:8 Volume:140 Page:04014045
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Zhang R. J.¹,Lu Y. T.²,Tan T. S.³,Phoon K. K.⁴,Santoso A. M.⁵

Affiliation:

1. Lecturer, School of Civil Engineering and Mechanics, Huazhong Univ. of Science and Technology, Wuhan, Hubei 430074, China; formerly, Research Fellow, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Singapore 117576.

2. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Singapore 117576 (corresponding author).

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

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

5. Former Research Fellow, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Singapore 117576.

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.1943-5606.0001144

Reference35 articles.

1. ASTM. (1998). “Practice for estimating concrete strength by the maturity method.” C1074 West Conshohocken PA.

2. Baghdadi Z. A. (1982). “Accelerated strength testing of soil–cement.” Ph.D. thesis Univ. of Arizona Tucson AZ.

3. Physicochemical and Engineering Behavior of Cement Treated Clays

4. Chitambira B. (2004). “Accelerated ageing of cement stabilised/solidified contaminated soils with elevated temperatures.” Ph.D. thesis Univ. of Cambridge Cambridge U.K.

5. The activation energy of stabilised/solidified contaminated soils

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