Fundamental Parameters of Cement-Admixed Clay—New Approach-Reference-Cited by-同舟云学术

Fundamental Parameters of Cement-Admixed Clay—New Approach

Published:2004-10 Issue:10 Volume:130 Page:1042-1050
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Lorenzo Glen A.¹,Bergado Dennes T.²

Affiliation:

1. Doctoral Candidate in the Geotechnical Engineering Program, School of Civil Engineering, Asian Institute of Technology, Klong Luang, Pathumthani, 12120, Thailand. E-mail: st018571@ait.ac.th

2. Professor in the Geotechnical Engineering Program, School of Civil Engineering, Asian Institute of Technology, Klong Luang, Pathumthani, 12120, Thailand. E-mail: bergado@ait.ac.th

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%281042%29

Reference13 articles.

1. Asian Institute of Technology (AIT). ( 1998). “In-situ mixture tests of clay and cement for the construction of Highway No. 3256 Ladkrabang-Bang Plee Bangkok Thailand.” AIT Report Ch. Karchang Public Company Limited Bangkok Thailand.

2. D.T. Anderson L.R. Miura N. and Balasubramaniam A.S. ( 1996). Soft ground improvement in lowland and other environments ASCE Reston Va.

3. Bergado D.T. and Lorenzo G.A. ( 2002). “Recent developments of ground improvement in soft Bangkok clay.” Proc. Symp. on Lowland Technology Saga University Saga Japan 17–26.

4. Deep soil mixing to reduce embankment settlement;Ground Improvement J.,1999

5. Broms B.B. ( 1984). “Stabilization of soft clay with lime columns.” Proc. Seminar on Soil Improvement and Construction Techniques in Soft Ground Nanyang Technological Institute Singapore.

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