SOIL STABILIZATION BY USING RECRON -3S, FLYASH & LIME


EOI: 10.11242/viva-tech.01.05.026

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Citation

Ms. Monica More, Ms. Sahil Gurav, Ms. Nitesh Ilhe, Manish Kalmatkar, "SOIL STABILIZATION BY USING RECRON -3S, FLYASH & LIME", VIVA-IJRI Volume 1, Issue 6, Article 26, pp. 1-8, 2023. Published by Computer Engineering Department, VIVA Institute of Technology, Virar, India.

Abstract

In order to operate vehicles more efficiently and effectively, which is necessitated by population increase, highways must be properly designed in terms of geometry and maintained in terms of pavement quality. Earth material is needed in extremely large quantities for a number of infrastructure projects, including those for water reservoirs, railroads, and highways. Highways must be kept in good condition if they are to provide travellers with comfort, convenience, and safety. We'll use RECRON-3S, FLYASH, and LIME in this project to stabilise the soil. Recron-3S is used here as (1%,2%), lime is used as (3%), and fly ash is used as (12%). In California, the bearing ratio value will be higher as compared to standard materials due to varying soil-additive proportions. Additionally, that pavement thickness can be reduced to some amount..

Keywords

Soil, recron-3S, fly ash, lime, CBR (California Bearing Ratio) test, Optimum Moisture Content, Maximum dry density.

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