Revolutionizing Soil Stabilization: Harnessing Nano-Enhanced Coir Fiber And Micro-Shredded Waste Plastic For Enhanced Performance - A Detailed Comparative Analysis

Main Article Content

Abararahemad A. Khalak
Dr.JayeshJuremalani

Abstract

This research investigates the innovative utilization of coir fiber and micro-shredded waste plastic for stabilizing BC soil within road subgrade layers, exploring both their individual and combined effects. A comprehensive array of tests, encompassing liquid limit, plastic limit, UCS, CBR, Proctor, free swell index, mechanical analysis, moisture content, specific gravity, direct shear, consolidation, tri-axial, and swelling pressure assessments, were conducted on various soil configurations: virgin soil, virgin soil amended with 0.9% coir fiber and 6% micro-shredded waste plastic powder, and a combination of both. Beyond assessing the mechanical and geotechnical properties of the modified soils, this study delves into the potential influence of nanotechnology on enhancing their performance.

Downloads

Download data is not yet available.

Article Details

How to Cite
Abararahemad A. Khalak, & Dr.JayeshJuremalani. (2023). Revolutionizing Soil Stabilization: Harnessing Nano-Enhanced Coir Fiber And Micro-Shredded Waste Plastic For Enhanced Performance - A Detailed Comparative Analysis. Educational Administration: Theory and Practice, 29(1), 318–327. https://doi.org/10.53555/kuey.v29i1.6278
Section
Articles
Author Biographies

Abararahemad A. Khalak

Research Scholar, Civil Engineering Department, Parul University Vadodara, Gujarat, India.

Dr.JayeshJuremalani

Associate Professor, Civil Engineering Department,  Parul University, Vadodara, Gujarat, India.