Evaluation of “Super Well Point” as a Ground Improvement Method for Soft Clay

Author:

Koh Juan WeiORCID,Chew Soon Hoe,Yim Hor Mun Audrey,Chua Kok Eng,Goh Pei Ling

Funder

Housing and Development Board Singapore

Publisher

Springer Science and Business Media LLC

Subject

Polymers and Plastics,Civil and Structural Engineering

Reference17 articles.

1. Chew SH, Chua KE, Chia WS, et al (2010) A new ground improvement method using super well point technology—a trial study in Singapore. In: Proc. Twin International conferences on Geotechnical and Geo-Environmental Engineering. C.I Premier, Seoul, pp 23–25

2. Tsutsumi A, Jinno K, Ozaki T et al (2014) Three-dimensional analysis of negative water pressure propagation for pumping well with effects on groundwater flow. J JSCE 2:7–24. https://doi.org/10.2208/journalofjsce.2.1_7

3. Imamura S, Hagiwara T, Miyazaki K (2005) Centrifuge modeling tests on an application of vacuum drainage method to soft marine clay. In: Physical Modelling in Geotechnics, 6th ICPMG’06—Proceedings of the 6th International Conference on Physical Modelling in Geotechnics. pp 513–519

4. Mitchell JM, Jardine FM (2002) A guide to ground treatment. CIRIA publication, London

5. Rujikiatkamjorn C, Indraratna B, Sakr M (2008) Laboratory modeling of consolidation behavior of soft clays using vacuum-surcharge consolidation method. Fac Eng - Pap 2–5

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