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Experimental and numerical study of the behavior of a stone column subject to the loading effect


[1] Greenwood, D.A., (1970). Mechanical improvement of soils below ground surface. In: Proceedings of Ground Improvement Conference. Institute of Civil Engineering, pp. 9-29. Search in Google Scholar

[2] Slocombe B.C., Moseley M.P. (1991). The testing and instrumentation of stone columns, Deep Foundation Improvements: Design, construction and testing ASTM STP 1089, p. 85-100.10.1520/STP25053S Search in Google Scholar

[3] Balaam N P., Booker J R (1985). Effect of stone column yield on settlement of rigid foundations in stabilized clay. International journal for numerical and analytical methods in geomechanics.vol. 9, pp.331-351.10.1002/nag.1610090404 Search in Google Scholar

[4] Watts, K.S., Johnson, D., Wood, L.A., Saadi, A. (2000). An instrumented trial of vibro ground treatment supporting strip foundations in a variable fill, Géotechnique, 50, (6), p. 699-708.10.1680/geot.2000.50.6.699 Search in Google Scholar

[5] Dhouib A, Soyez B, Wehr J, Priebe H.J. (2004). Méthode de Priebe : origine, développement et applications. Actes du Symposium International sur l’amélioration des sols en place (ASEP-GI 2004). Edition presses de l’ENPC-LCPC. Paris, Vol. 1 PP 131-146 Search in Google Scholar

[6] Dhouib, A. et Blondeau, F., (2005). Colonnes ballastées. Edition Presses des Ponts et Chaussées. Paris. Search in Google Scholar

[7] Vincent Six, (2006). Analyse du comportement des colonnes ballastées : influence des conditions initiales, laboratoire de mécanique de Lille (UMR 8107) Search in Google Scholar

[8] Corneille S. (2007). Amélioration des sols par inclusions semi-rigides, Thèse de Doctorat INPL. Search in Google Scholar

[9] Deb, K., (2008). Modeling of granular bed-stone column- improved soft soil. Int. J. Numer. Anal. Methods Geomech. 32(10),1267–1288.10.1002/nag.672 Search in Google Scholar

[10] Almeida, M.S.S., Hosseinpour, I., Riccio, M., (2013). Performance of a geosynthetic encased column (GEC) in soft ground: numerical and analytical studies. Geosynth. Int. 20 (4), 252-262.10.1680/gein.13.00015 Search in Google Scholar

[11] Castro, J, (2014). Numerical modelling of stone columns beneath a rigid footing. Group of Geotechnical Engineering, Department of Ground Engineering and Materials Science, University of Cantabria, Avda. de Los Castros, s/n, 39005 Santander, Spain.10.1016/j.compgeo.2014.03.016 Search in Google Scholar

[12] Ng and Tan (2014). Design and analyses of floating stone columns, Soils and Foundations2014; 54(3):478–48710.1016/j.sandf.2014.04.013 Search in Google Scholar

[13] Geng, L, Tang, L, Cong, S.Y, Ling, X.Z, Lu, J, (2016). Three-dimensional analysis of geosynthetic-encased granular columns for liquefaction mitigation. Geosynth. Int. 24(1), 45–59.10.1680/jgein.16.00014 Search in Google Scholar

[14] Debnath, P., Dey, A.K., (2017). Bearing capacity of geogrid reinforced sand over encased stone columns in soft clay. Geotext. Geomembr. 45, 653–664.10.1016/j.geotexmem.2017.08.006 Search in Google Scholar

[15] Ministry of Equipment, lodgment and Transport (1993), « Règles techniques de conception et de calcul des fondations des ouvrages de génie civil – Cahier des clauses techniques générales applicables aux marchés publics de travaux », Fascicule 62 – Titre V. Search in Google Scholar

[16] Priebe, H. J. 1976. Evaluation of the settlement reduction of a foundation improved by Vibro-Replacement. Bautechnik, 2, 160-162. Search in Google Scholar

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