Jul 8th, 2015
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International Journal of Civil, Structural,Environmental and Infrastructure EngineeringResearch and Development (IJCSEIERD)ISSN 2249-6866Vol.2, Issue 2 June 2012 10-16 TJPRC Pvt. Ltd.,NUMERICAL ANALYSIS OF SLOPE REINFORCEDWITH STONE COLUMN1PATEL PARESH & 2VASANWALA SANDIP1P.G. Student, S.V. National Institute of Technology, Surat, Gujarat, India.2Associate Professor, S.V. National Institute of Technology, Surat, Gujarat, India.ABSTRACTSlope failures in tropical countries are common particularly during rainy seasons. Retaining wall,vegetation, and pile etc. are the common methods adopted for the natural slope stabilization. Stonecolumn can also be used for stabilization of natural clayey slope. A finite-element model was employedto carry out a parametric study on a number of governing factors such as slope angle, optimum locationof single & multiple rows of stone column, friction angle of stone column, diameter of stone column.The influence of these factors on factor of safety are compared and discussed in this study.KEYWORDS: Slope, Stabilization, Stone column.INTRODUCTIONFactor affecting the slope instability are soil properties, pore water pressure, slope geometry,earthquake, and vibration. Various methods are available for the slope stabilization. Among techniqueswhich increase resisting forces and basically act externally on the soils or rocks sliding are geometricalmethods (USDA, 1994), hydraulic improvement, surface and subsurface dra

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