A method for predicting consolidation settlements of floating column improved clayey subsoil

Author:

Chai Jinchun,Pongsivasathit Supasit

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Reference18 articles.

1. Broms B B, Boman P O. Lime column a new foundation method. Journal of the Geotechnical Engineering Division, 1979, 105(No. GT4): 539–556

2. Bergado D T, Chai J C, Alfaro M C, Balasubramaniam A S. Improvement Techniques of Soft Ground in Subsiding and Lowland Environment. Rotterdam: Balkema, 1994, 222

3. Shen S L, Chai J C, Miura N. Stress distribution in composite ground of column-slab system under road pavement. In: First Asian-Pacific Congress on Computational Mechanics, Elsevier Science Ltd, 2001, 485–490

4. Chai J C, Miura N, Kirekawa T, Hino T. Settlement prediction for soft ground improved by columns. Ground Improvement. In: Proceedings of Institute of Civil Engineers, UK, 2009, 162

5. Japanese Institute of Construction Engineering (JICE). Chapter 4, Flexible foundation, Foundation structure part. Design Code for Flexible Box Culvert-II, Tokyo: San-kai-dou Press, 1999, 233–248 (in Japanese)

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