PAPER ID:IJIM/V.2(VII)/64-72/9

AUTHOR: Ishfaq Ahmad Bhat , Er. Abhishek and Rubel Sharma

TITLE:SOIL STABILIZATION USING FLYASH AND GEOGRIDS

ABSTRACT:Sandy soils urge many problems for geotechnical engineers commonly, there low Share powers combined with the magnitude of the proposed loads require the soil  to be secured. The granular soil deposits are very unbound and experience more settlement. Depending on the structural load auctioning and the depth of the sand layers, large settlement may happen in these deposits. Hence, the insitu soil is treated to adopt the proposed loads with maximum efficiency . various techniques are available for ground security eg, grouting, freezing, dewatering, compacting etc. Most however are site specific , often high priced reinforcing the soil below shallow foundations with geo synthetic reinforcement is one of the  firmest growing techniques in the field of geotechnical engineers. Large progress in the bearing ability was observed in reinforced soil over the unreinforced soil by bringing in geogrid reinforcement . the decrease in the cast was 1.5% of total cost. Composition time for geogrid reinforcement bed was less than of a stone column and is expected to be more firmly fixed with time.

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