1. Bergado DT and Suksawat T (2010), “Numerical Simulations and Parametric Study of SDCM and DCM Piles under Full-scale Axial and Lateral Loads as well as under Embankment Load,” Plaxis Bulletin, Spring Issue 2010, pp.10–13.
2. 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.
3. Jamsawang P (2008), “Full-scale Tests On Stiffened Deep Cement Mixing (SDCM) Pile including 3D Finite Element Simulation,” D. Eng. Diss No GE-08-01, Asian Institute of Technol ogy, Bangkok, Thailand.
4. Jamsawang P, Bergado DT and Voottipruex P (2010), “Field Behaviour of Stiffened Deep Cement Mixing Piles,” Proceedings of the ICE — Ground Improvement, 164(1): December 2010, pp. 33–49.
5. 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.