Fundamental parameters of cement-admixed clay - New approach

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 130, Issue 10, 2004, Pages 1042-1050

  Lorenzo, Glen A ^a   Bergado, Dennes T ^a  

^a ASIAN INSTITUTE OF TECHNOLOGY   (Thailand)

Author keywords

Admixtures; Cements; Clays; Compressibility; Compressive strength; Void ratio

Indexed keywords

CEMENTS; COMPRESSIBILITY; CONSOLIDATION; PARAMETER ESTIMATION; STRESS ANALYSIS; WATER;

VOID RATIOS;

CLAY;

CLAY SOIL; COMPRESSIBILITY; COMPRESSIVE STRENGTH; VOID RATIO; WATER CONTENT;

EID: 8744223565     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2004)130:10(1042)     Document Type: Article

References (13)

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 Rep., Ch. Karchang Public Company Limited, Bangkok, Thailand.
2. Bergado, 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. Bergado, D. T., Ruenkrairergsa, T., Taesiri, Y., and Balasubramaniam, A. S. (1999). "Deep soil mixing to reduce embankment settlement." Ground Improvement J., 3(3), 145-162.
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.
6. Broms, B. B. (1986). "Stabilization of soft clay with lime and cement columns in Southeast Asia." Applied Research Project RP10/83, Nanyang Technological Institute, Singapore.
7. Kamon, M., and Bergado, D. T. (1991). "Ground improvement techniques." Proc., 9th Asian Regional Conf. on Soil Mechanics and Foundation Engineering, Bangkok, Thailand, Vol. 2, 526-534.
8. Miura, N., Horpibulsok, S., and Nagaraj, T. S. (2001). "Engineering behavior of cement stabilized clay at high water content." Soils Found., 41(5), 33-45.
9. Petchgate, K., Sukmongkol, W., and Voottipruex, P. (2001). "Effect of height and diameter ratio on the strength of cement stabilized soft Bangkok clay." Geotech. Eng., 31(3), 227-239.
10. Uddin, K., Balasubramaniam, A. S., and Bergado, D. T. (1997). "Engineering behavior of cement-treated Bangkok soft clay." Geotech. Eng., 28(1), 89-119.
11. Watabe, Y., Tsuchida, T., Furuno, T., and Yuasa, H. (2000). "Mechanical characteristics of a cement treated dredge soil utilized for waste reclamation landfill" Proc., Coastal geotechnical engineering in practice, 739-745.
12. Yang, D. S. (1997). "Deep mixing." Proc., Geo-Institute Conference (Geo Logan '97), ASCE, Reston, Va., 130-150.
13. Yin, J. H. (2001). "Stress-strain-strength characteristics of soft Hong Kong marine deposits without or with cement treatment." Lowland Technol. Int., 3(1), 1-13.