Behaviour of CBR for Soaked RDFS at varying fibre length

Paper Topic :

GEOTECH Engineering

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Abstract :

The fiber reinforcement in soil to improve its properties is an emerging trend gaining popularity among the geotechnical engineers around the world. The study aims to analyse the effect on CBR value when reinforced with Polypropylene fiber. The randomly distributed Fiber soil samples were reinforced with fiber of varying length viz. 6 mm, 12mm and 18 mm. the increase in fiber length depicted an increase in CBR value of Soil specimen.

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