Behavior and simulation of deep cement mixing (DCM) and stiffened deep cement mixing (SDCM) piles under full scale loading

Soils and Foundations

Volumn 51, Issue 2, 2011, Pages 307-320

  Voottipruex, P ^a   Bergado, D T ^b   Suksawat, T ^b   Jamsawang, P ^b   Cheang, W ^c  

^a KING MONGKUT'S UNIVERSITY OF TECHNOLOGY NORTH BANGKOK   (Thailand)

^b ASIAN INSTITUTE OF TECHNOLOGY   (Thailand)

^c PLAXIS Asia ^*  (Thailand)

Author keywords

Consolidation settlement; Deep cement mixing; Pile load tests; Soft clay; Stiffened deep cement mixing; Test embankment; Unconfined compression tests (IGC: E13 K14)

Indexed keywords

CEMENT MIXING; CONSOLIDATION SETTLEMENT; PILE LOAD TEST; SOFT CLAYS; TEST EMBANKMENTS; UNCONFINED COMPRESSION TESTS;

CEMENTS; COMPRESSION TESTING; CONCRETE CONSTRUCTION; EMBANKMENTS; FINITE ELEMENT METHOD; LOADING; MIXING; PILE FOUNDATIONS; PRESTRESSED CONCRETE; REINFORCED CONCRETE; STRENGTH OF MATERIALS; TESTING; THREE DIMENSIONAL COMPUTER GRAPHICS;

PILES;

EID: 84866694044     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.51.307     Document Type: Article

References (27)

1. ASTM D1143-94 (1994): Standard test method for piles under static axial compression load, Annual Book of ASTM Standards.
2. ASTM D3689-94 (1994): Standard test method for piles under static axial tensile load, Annual Book of ASTM Standards.
3. ASTM D3966-94 (1994): Standard test method for piles under lateral load, Annual Book of ASTM Standards.
4. Balasubramaniam, A. S., Hwang, Z. M., Uddin, W., Chaudhry, A. R. and Li, Y. G. (1978): Critical state parameters and peak stress envelopes for Bangkok clays, Quarterly Journal of Engineering Geology, 11, 219-232.
5. Bergado, D. T., Chai, J. C. and Miura, N. (1995): FE analysis of grid reinforced embankment system on soft Bangkok clay, Computers and Geotechnics, 17, 447-471.
6. Bergado, D. T., Ruenkrairergsa, T., Taesiri, Y. and Balasubramaniam, A. S. (1999): Deep soil mixing to reduce embankment settlement, Ground Improvement Journal, 3(3), 1-18.
7. Bergado, D. T., Long, P. V. and Srivinasa Murthy, B. R. (2002a): A case study of geotextile-reinforced embankment of soft ground, Geotextiles and Geomembranes, 20(6), 343-365.
8. Bergado, D. T., Teerawattanasuk, C., Youwai, S. and Voottipruex, P. (2002b): FE modeling of hexagonal wire reinforced embankment on soft clay, Canadian Geotechnical Journal, 37, 1209-1226.
9. Brinkgreve, R. B. and Broere, W. (2006): Plaxis 3D Foundation, Version 1.6 Manual, Balkema, A. A., Rotterdam, Brookfield, Netherlands.
10. Butler, H. D. and Hoy, H. E. (1977): The Texas Quick Load Method for Foundation Load Testing-User's Manual, Federal Highway Administration Report, No. FHWA-IP-77-8.
11. Chai, J. C. (1992): Interaction behavior between grid reinforcement and cohesive frictional soils and performance of reinforced wall/embankment on soft ground, D. Eng Dissertation No. GT-91-1, Asian Institute of Technology, Bangkok, Thailand.
12. Chen, C. H. (1990): Behavior of the improved ground by deep mixing method underembankment loading, M. Eng. Thesis, Asian Institute of Technology, Thailand.
13. Dong, P., Qin, R. and Chen, Z. (2004): Bearing capacity and settlement of concrete-cored DCM pile in soft ground, Geotechnical and Geological Engineering, 22(1), 105-119.
14. Honjo, Y., Chen, C. H., Lin, D. G., Bergado, D. T., Balasubramaniam, A. S. and Okumura, R. (1991): Behavior of the improved ground by the deep mixing method, Proceedings Kozai Club Seminar, Bangkok, Thailand.
15. Jamsawang, P., Bergado, D. T., Bandari, A. and Voottipruex, P. (2008): Investigation and simulation of behavior of stiffened deep cement mixing (SDCM) piles, International Journal of Geotechnical Engineering, 2(3), 229-246.
16. Jamsawang, P. (2009): Full scale tests on stiffened deep cement mixing (SDCM) including 3D finite element simulation, D. Eng Dissertation, No. GE-08-01, Asian Institute of Technology, Bangkok, Thailand.
17. Lai, Y. P., Bergado, D. T., Lorenzo, G. A. and Duangchan, T. (2006): Full-scale reinforced embankment on deep jet mixing improved ground, Ground Improvement Journal, 10(4), 153-164.
18. Lin, K. Q. and Wong, I. H. (1999): Use of deep mixing to reduce settlement at bridge approaches, ASCE Journal of Geotechnical and Geoenvironmental Engineering, 125(4), 309-320.
19. Petchgate, K., Jongpradist, P. and Panmanajareonphol, S. (2003a): Field pile load test of soil-cement column in soft clay, Proceedings of the International Symposium 2003 on Soil/Ground Improvement and Geosynthetics in Waste Containment and Erosion Control Applications, Bangkok, Thailand, 175-184.
20. Petchgate, K., Jongpradist, P. and Samanrattanasatien, P. (2003b): Lateral movement behavior of cement retaining wall during construction of a reservoir, Proceedings of the International Symposium on Soil/Ground Improvement and Geosynthetics in Waste Containment and Erosion Control Applications, Bangkok, Thailand, 195-205.
21. Petchgate, K., Jongpradist, P. and Jamsawang, P. (2004): Field flexural behavior of soil-cement column, Proceedings of the Fifth Symposium on Soil/Ground Improvement and Geosynthetics, King Mongkut's University of Technology Thonburi, Thailand, 85-90.
22. Shinwuttiwong, W. (2007): Full scale behavior of SDCM piles under axial and lateral loading with simulations, M. Eng. Thesis, No. GE-07-04, Asian Institute of Technology, Bangkok, Thailand.
23. Tand, K. E. and Vipulandan, C. (2008): Comparison of computed vs measured lateral load/deflection response of ACIP piles, PLAXIS Bulletin, 23, 10-13.
24. Terashi, M. and H. Tanaka (1981): Ground improved by deep mixing method, Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, 13, 777-780.
25. Vermeer, P. A. and Brinkgreve, R. B. J. (1995): Finite Element Code for Soil and Rock Analysis, A. A. Balkema, Rotterdam, Netherlands.
26. Wu M., Zhao X. and Dou Y. M. (2005): Application of stiffened deep cement mixed column in ground improvement, Proceedings International Conference on Deep Mixing Best Practices and Recent Advances, Stockholm, Sweden, 463-468.
27. Zheng, G. and Gu, X. L. (2005): Development and practice of composite DMM column in China, Proceedings 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, Japan, 3, 1295-1300.