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Stone columns are used in practice for ground improvement of soft subsoil. Current design procedures of these columns are based on simple empirical calculations. This research project investigates the behavior of a base reinforced embankment constructed on a soft clay layer, which is improved with stone columns. Centrifuge tests were performed in order to gain a deeper understanding of the interaction problem within the structure. Stone columns were constructed in-flight using a newly developed installation tool. First analysis of test data shows a significant change in stress state due to column construction and the influence on the clay behavior.

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István University, Zalalövő — Zalaegerszeg railway line, Reliabilitation works , Zalacséb-Salomvár-Andráshida section (64+00-155+07) Geotechnical Report, Győr, 2005. Weber T.M. Centrifuge modeling of ground

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Dixon, J., M., D. G. Simpson 1987: Centrifuge modelling of laccolith intrusion. - Journ. Struct. Geol., 9, pp. 87 - 103 . Centrifuge modelling of laccolith intrusion. - Journ. Struct. Geol

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of moisture and gypsum content to save estimation of the pollutant penetration in the selected unsaturated soils in Al-Najaf city. References [1] Rezzoug A. I. S. , König D. , Triantafyllidis T. Scaling laws for centrifuge modeling of

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-2010C-HT/diode array detector. A Mettler Toledo analytical balance (USA), a Mettler Toledo pH meter (USA), a Hettich centrifuge (Model D78532, Tuttlingon, Germany), A agitator orbital Shaker (Ivy men, Spain) and a sonicator (Model LUC-405/410/420, Korea

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