A REVIEW ON GROUND IMPROVEMENT USING STONE COLUMNS
Dr. P Shivananda
Professor, School of Civil Engineering, REVA University, Bengaluru , IN
Ritesh Prathap K R Pradeep G P
Professor, School of Civil Engineering, REVA University, Bengaluru , IN
Keywords: stone column, bearing capacity, settlement, stabilization, soft soil
Abstract
Ground enhancement is an essential necessity in the present development industry as land recovery is winding up progressively mainstream. Stone sections are broadly used to enhance the bearing limit of poor ground and diminish the settlement of structures based on them. A stone section is one of the dirt adjustment techniques that is utilized to expand quality, decline the compressibility of delicate and free fine evaluated soils, quicken a solidification impact and diminish the liquefaction capability of soils. They are primarily utilized for adjustment delicate soil, for example, delicate mud, residues and silty-sands. The paper is an endeavor to examine in insight concerning this method to enhance soil security, including its notable highlights, significant capacities and downsides.
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