Structuration and Destructuration Behavior of Cement-Treated Singapore Marine Clay

Author:

Kamruzzaman A. H.123,Chew S. H.123,Lee F. H.123

Affiliation:

1. Senior Geotechnical Engineer, Coffey Geotechnics Pty Ltd., 8/12 Mars Rd., Lane Cove West, NSW 2066, Australia.

2. Assistant Professor, Dept. of Civil Engineering, National Univ. of Singapore, Block E1A, #07-03, 1 Engineering Dr. 2, Singapore 117576.

3. Associate Professor, Dept. of Civil Engineering, National Univ. of Singapore, Block E1A, #07-03, 1 Engineering Dr. 2, Singapore 117576.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference32 articles.

1. Balasubramaniam A. S. Kamruzzaman A. H. M. Uddin K. Lin D. G. Phienwij N. and Bergado D. T. (1998). “Chemical stabilization of Bangkok clay with cement lime and flyash additives.” Proc. 13th Southeast Asian Geotechnical Conf. Southeast Asia Geotechnical Society (SEAGS) Thailand 253–258.

2. Balasubramaniam A. S. Lin D. G. Sharma S. S. Kamruzzaman A. H. M. Uddin K. and Bergado D. T. (1999). “Behavior of soft Bangkok clay treated with additives.” Proc. 11th Asian Regional Conf. on Soil Mechanics and Geotechnical Engineering Balkema The Netherlands 11–14.

3. Economical mixing method for cement deep mixing;Bergado D. T.;Geotech. Spec. Publ.,2005

4. Mineralogical Society;Brown G.,1961

5. On the compressibility and shear strength of natural clays

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