Scholarly record
SOIL IMPROVEMENT USING STONE COLUMNS CREATED OF DIFFERENT TYPES OF QUARRY STONE
Abstract
Stone columns are one of the most used technologies of soil improvement in Slovakia. An impact of improvement depends on properties of original subsoil as well as properties of coarse - grained materials used for stone columns. Stone columns can be made of pebble gravels, crushed pebble gravels or quarry stones. Two different types (sizes) of quarry stone were used on two different building sites in similar engineering - geological conditions. There wasn?t direct comparison of both materials. The properties of used quarry stones were determined using laboratory and in ? situ tests. Aim of the study presented in this article is the comparison of both materials on a typical example from practise. The numerical analysis of the settlement of a road embankment based on subsoil improved by stone columns is presented. The results showed that the final settlement of the road embankment was about 24 mm in the case of a smaller fraction of quarry stone and about 20 mm in the case of a bigger fraction of quarry stone. The differences in the time required for consolidation were about 13 %. The results also showed that the stone columns significantly reduced settlement of the road embankment as well as the time required for full consolidation of the subsoil.
Publication Impact Profile
Publication details
References13
Hulla, J. & Turček, P. Foundation engineering. Jaga, Bratislava, Slovakia, 1998, 310 p.;
Abusharar, S. W. & Han, J. Two – dimensional deep – seated slope stability analysis of embankments over stone column – improved soft clay. Engineering Geology, Vol. 120, Elsevier Science B.V., Amsterdam, 2011, pp. 103 – 110;
Vesic, A. S. Expansion of Cavities in Infinite Soil Mass. Journal of the Soil Mechanics and Foundation Division. Vol. 98, ASCE, 1972, pp. 265 – 290;
Barksdale, R. D. & Bachus, R. C. Design and Construction of Stone Columns. Report No.: FHWA/RD-83/026, USA, 1983, 46 p.;
Hanna, A. M. & Etezad, M. & Ayadat, T. Mode of failure of a group of stone columns in soft soil. International Journal of Geomechanics, Vol. 17, Issue 4, 2017, pp. 87 – 96;
Fiala, R. & Boštík, J. & Kotačková, A. & Miča, L. & Zdražil, K. & Masopust, J. Technologies of Stone Columns for Practise (Design, Implementation and Control). Brno: Academic Publishing CERM, 2014, 151 p.;
Weber, T. M. Modelling of soil improvement with gravel columns. Doctoral thesis, ETH Zurich, Switzerland, 2007, 290 p.;
McKenna, J. M. & Eyre, W. A. & Wolsteholme, D. R. Performance of an embankment supported by stone columns in soft ground. Geotechnique. Vol. 25, Issue 1, 1975, pp. 51 – 59;
Stacho, J. & Šul’ovská, M. Determination of the density of stone columns using in-situ testing. SGEM 2017, 17th International Multidisciplinary Scientific GeoConference, Volume 17, Albena, Bulgaria, 29 June – 5 July, 2017, pp. 223 – 230;
Turček, P. and collective. Experimental Research of Strength and Deformation Properties of Stone Columns, Final report of the research, Bratislava, Slovakia, 2017, 48 p.;
Plaxis – Tutorial manual. Website: http://www.plaxis.nl/files/files/3D2013-1-Tutorial.pdf, Downloaded: March 14, 2015;
Stacho, J. Analysis of Impact of Input Soil Properties in Numerical Modelling of a Stone Column. Current Geotechnical Solutions and Their Verification, Bratislava, Slovak Republic, Bratislava: Spectrum STU, 2017, pp. 302 – 309;
Tran, T. A. & Mitachi, T. Equivalent Plane Strain Modelling of Vertical Drains in Soft Ground under Embankment Combined with Vacuum Preloading. Computers and Geotechnics, Vol. 35, 2008, pp. 655 – 672.
View or Download full articleAccess options
SWS access login
Login as SWS Scientific CommitteeLogin as SWS Scientific PartnerLogin as SWS AuthorAuthors and approved SWS contributors will read and export their own linked papers after identity matching by SWS profile, email and SGEM GlobalID.
For librarian assistance: [email protected]
Purchase Instant Access
- Article can be downloaded after successful payment.
- Article may be used according to SWS library access terms.
- Article cannot be redistributed.


