Experimental Evaluation of Effect of Length of Stone Column on Load Carrying Capacity of Cohesive Soil
Abstract
Stone column technique is widely used to improve load bearing capacity and to reduce settlement in case of soft clayey soil and loose silty soil. Stone column helps to improve the properties of soil by densifying, reinforcing the soil forming stiff fused soil mass. More over stone column provides good drainage path and diminishes the excess pore pressure. This paper discuss the effect of length of stone column on the performance of stone column through a lab study.
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A.P. Ambily and S.R. Gandhi (2004)“Experimental and theoretical evaluation of stone column in soft clay” ICGGE-2004, pp.201-206.
Hughes JMO, Withers NJ (1974) Reinforcing of soft cohesive soils with stone columns. Ground Engineering 7(3):42–49
J. PIVARČ (2011), “Stone Columns – Determination of the Soil Improvement Factor”Slovak Journal of Civil Engineering, Vol. XIX, 2011, No. 3, 17 – 21
McKelvey D, Sivakumar V, Bell A, Graham J (2004) Modelling vibrated stone columns in soft clay. In: Proceedings of the institute of civil engineers geotechnical engineering, Vol. 157, Issue GE3, pp 137–149
Mitra S, Chattopadhyay BC (1999) “Stone columns and design limitations. In: Proceedings, Indian geotechnical conference, Calcutta, India, pp 201–20
M. R. Dheerendra Babu, Sitaram Nayak & R. Shivashanka, (2013), “A Critical Review of Construction, Analysis and Behaviour of Stone Columns” volume 31, pp 1-22.
Katti, R.K., Katti, A.R and Naik, S., Monograph to analysis of stone columns with and without geosynthetic encasing, CBRI publication, New Delhi. (1993)
Cabe. Bryan A. 2007, Ground Improvement Using The Vibro-Stone Column Techniqe, Department of Civil Engineering, National University of Ireland, Galway
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