• Addil Bashir Sheikh
• Er Tripti Goyal

Soil stabilization is very necessary by the addition of additives in suitable dosages for road pavement foundation because it improves the engineering properties of soil to sustain load carrying capacity in terms of quality and quantity of performance. To overcome the same, many researchers have concentrated their studies on soil stabilization techniques by developing new such materials, through the elaboration of composites. Soil stabilization is the process in which engineering properties of the different type soil is improved. It can be done by the use of controlled compaction, proportioning and addition of suitable different type of admixtures and stabilizers. The stabilization of soil for use in subgrade for pavement is an economical substitute of costly paving materials. Soil stabilization is very necessary for various construction works like road pavement and foundation because it improves the engineering properties of different soil. The main objective of this study is to study the effect of fibers in geotechnical applications. In this study a brief review is prepared on the research work of various authors. This project represents a study of the Recron-3s Fibre as the admixtures or stabilizers in improving some engineering properties soil. This experiment evaluates the effect of the Recron-3s on the some basic engineering properties of these soils such as California Bearing Ratio (CBR) value and Unconfined Compressive Strength (UCS). The different values adopted in the present study for the percentage of fiber reinforcement are 0.3%, 0.6 %, 0.9 %, 1.2 % and 1.5 % and for fly ash is 12 %.

Soil stabilization, Unconfined Compressive strength, Recron Fibre, Fly ash

"AN EXPERIMENTAL STUDY ON THE BEHAVIOUR OF KAREWA SOIL BY USING RECRON FIBRE AND FLY ASH", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 5, page no.172-180, May-2019, Available :http://www.jetir.org/papers/JETIR1905C27.pdf

"AN EXPERIMENTAL STUDY ON THE BEHAVIOUR OF KAREWA SOIL BY USING RECRON FIBRE AND FLY ASH", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 5, page no. pp172-180, May-2019, Available at : http://www.jetir.org/papers/JETIR1905C27.pdf