Strength improvement of Coode Island Silt by the soil mixing method

Australian Geomechanics Journal

Volumn 41, Issue 3, 2006, Pages 101-106

  Bouazza, Abdelmalek ^a   Haque, Asadul ^a   Kwan, Pek Soon ^a   Chapman, Gary ^b  

^a MONASH UNIVERSITY   (Australia)

^b INTECSEA   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

CEMENTS; COMPRESSIVE STRENGTH; SILT; SOIL CEMENT; SOILS; STABILIZATION;

CEMENT SLURRY; COODE ISLAND SILTS; SCALED MODELING; SMALL-SCALE MODELING; SOIL MIXING TECHNOLOGIES; STRENGTH IMPROVEMENTS; TREATED SOILS; UNCONFINED COMPRESSIVE STRENGTH;

MIXING;

EID: 67349281205     PISSN: 08189110     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (14)

1. Al-Taabaa, A., Lander, S.A. and Evans, C.W. (1997). The performance of a model auger in the in situ stabilisation/solidification of a contaminated sand. Environmental Technology, Vol. 18, pp. 913-920.
2. Bergado, D.T., Anderson, L.R., Miura, N. and Balasubramaniam, A.S. (1996). Soft Ground Improvement in Lowland and Other Environment. ASCE Press, New York.
3. Dong, J., Hiroi, K. and Nakamura, K. (1996). Experimental study on behavior of composite ground improved by Deep Mixing Method under lateral earth pressure. Proceedings 2nd International Conference on Ground Improvement Geosystems, Tokyo, Japan, Vol.1, pp. 585-590.
4. Ervin, M.C. (1992). Engineering properties of Quaternary age sediments of the Yarra Delta. Proceedings Engineering Geology of Melbourne, Balkema, Rotterdam, pp. 245-259.
5. EuroSoilStab (2002). Development of design and construction methods to stabilise soft organic soils: Design guide soft soil stabilisation CT97-0351
6. Holm, G. (2001). Deep mixing. Soft Ground Technology, Geotechnical Special Publication No112, ASCE, pp. 105-122.
7. Kamon, M. (2001). Remediation techniques by the use of ground Improvement. Soft Ground Technology, Geotechnical Special Publication No112, ASCE, pp. 374-387
8. Kamruzzaman, A.H.M., Chew, S.H. and Lee, F.H. (2001). Behavior of soft Singapore marine clay treated with cement. Foundations and Ground Improvement,Geotechnical Special Publication 113, ASCE, pp. 472-485.
9. Kohata, Y., Muramoto, K., Maekawa, H., Yajima, J. and Babasaki, R. (1996). JGS TC Report: Deformation and strength properties of Deep Mixing cement-treated soils. Proceedings 2nd International Conference on Ground Improvement Geosystems, Tokyo, Japan, Vol.2, pp.905-911.
10. Kwan, P.S. and Bouazza, A. (2002). Deformation properties of a treated soft silty clay. Proceedings 4th International Conference on Ground Improvement Techniques, Kuala Lumpur, Malaysia, Vol. 1, pp. 457-462.
11. Munfakh, G.A. (2003). Ground improvement in transportation projects:from old visions to innovative applications. Ground Improvement, Vol. 7, No2, pp. 47-60.
12. Tan, T.S., Goh, T.L. and Yong, K.Y. (2002). Properties of Singapore marine clays improved by cement mixing. Geotechnical Testing Journal, Vol. 25, No4, pp. 422-433.
13. T821(1990). Practice for Making and Curing Non-compacted Stabilized Soil Specimens, Japanese Geotechnical Society, (In Japanese).
14. Yoshizawa, H., Okumura, R., Hosoya, Y., Sumi, M. and Yamada, T. (1996). JGS TC Report: Factors affecting the quality of treated soil during execution. Proceedings 2nd International Conference on Ground Improvement Geosystems, Tokyo, Japan, Vol. 2, pp. 931-937.