The Role of Vibro-Stone Column for Enhancing the Soft Soil Properties
This study investigated the behavior of improved soft soils through the vibro replacement technique by considering their settlements and consolidation rates and the applicability of this technique in various types of soils and settlement and bearing capacity calculations.
[1] A. Kosho1, A. L. T. E. A & Geostudio, Durres, “Albania Ground
improvement using the vibro-stone column technique” 2000.
[2] Bryan A. McCabe, James A. McNeill, Jonathan A. Black, “Ground
Improvement Using The Vibro-Stone Column Technique,” 2007. [3] Hughes, J. M. O. and Withers, N. J, “Reinforcing of soft cohesive soils
with stone columns,” Ground Engineering, Vol. 7, No. 3, 1974, pp 42-
49.
[4] Colin J. Serridge, BSc (Hons), MSc.” An evaluation of partial depth dry
bottom-feed vibro stone columns to support shallow footings in deep
soft clay deposits,” Anglia Ruskin University.
[5] Slocombe, B.C., Bell, A.L. and Baez, J.I,” The densification of granular
soils using vibro methods. Géotechnique,” 50, No.6, 2000, pp. 699-708.
[6] Serridge, C.J. and Slocombe, B.C,” Ground Improvement, ” Institution
of Civil Engineers (ICE) Manual of Geotechnical Engineering, Vol. 2,
2012, pp. 1217-1238. Thomas Telford, London, ch 84 In.
[7] Mc Kelvey, D. and Sivakumar, V,” A review of the performance of
vibro stone column foundations. Proceedings of 3rd International
Conference on Ground Improvement techniques,” Singapore (Pinto MI
(ed.)). C.I. Premier Ltd, Singapore, 2000, pp. 245-254.
[8] Mitchell, J.M. and Jardine, F.M,”A guide to ground treatment, Ciria
Publication,” 2002, C572.
[9] http://www.kellerholding.com/download/pdf/en/Keller_10-02E.pdf.
[10] Pribe 1995: Priebe HJ, “The design of vibro re placement, Ground
Engineering, December,” 1995, pp31 - 37.
[11] Slocombe, B.C., Bell, A.L. & Baez, J.I. 2000. The densification of
granular soil using Vibro methods. Géotechnique 50(6): 715-726.
[1] A. Kosho1, A. L. T. E. A & Geostudio, Durres, “Albania Ground
improvement using the vibro-stone column technique” 2000.
[2] Bryan A. McCabe, James A. McNeill, Jonathan A. Black, “Ground
Improvement Using The Vibro-Stone Column Technique,” 2007. [3] Hughes, J. M. O. and Withers, N. J, “Reinforcing of soft cohesive soils
with stone columns,” Ground Engineering, Vol. 7, No. 3, 1974, pp 42-
49.
[4] Colin J. Serridge, BSc (Hons), MSc.” An evaluation of partial depth dry
bottom-feed vibro stone columns to support shallow footings in deep
soft clay deposits,” Anglia Ruskin University.
[5] Slocombe, B.C., Bell, A.L. and Baez, J.I,” The densification of granular
soils using vibro methods. Géotechnique,” 50, No.6, 2000, pp. 699-708.
[6] Serridge, C.J. and Slocombe, B.C,” Ground Improvement, ” Institution
of Civil Engineers (ICE) Manual of Geotechnical Engineering, Vol. 2,
2012, pp. 1217-1238. Thomas Telford, London, ch 84 In.
[7] Mc Kelvey, D. and Sivakumar, V,” A review of the performance of
vibro stone column foundations. Proceedings of 3rd International
Conference on Ground Improvement techniques,” Singapore (Pinto MI
(ed.)). C.I. Premier Ltd, Singapore, 2000, pp. 245-254.
[8] Mitchell, J.M. and Jardine, F.M,”A guide to ground treatment, Ciria
Publication,” 2002, C572.
[9] http://www.kellerholding.com/download/pdf/en/Keller_10-02E.pdf.
[10] Pribe 1995: Priebe HJ, “The design of vibro re placement, Ground
Engineering, December,” 1995, pp31 - 37.
[11] Slocombe, B.C., Bell, A.L. & Baez, J.I. 2000. The densification of
granular soil using Vibro methods. Géotechnique 50(6): 715-726.
@article{"International Journal of Architectural, Civil and Construction Sciences:69977", author = "Mohsen Ramezan Shirazi and Orod Zarrin and Komeil Valipourian", title = "The Role of Vibro-Stone Column for Enhancing the Soft Soil Properties", abstract = "This study investigated the behavior of improved soft soils through the vibro replacement technique by considering their settlements and consolidation rates and the applicability of this technique in various types of soils and settlement and bearing capacity calculations.", keywords = "Bearing capacity, expansive clay, stone columns,
vibro techniques.", volume = "9", number = "5", pages = "616-5", }