Stabilization of soil using geosynthetics

Stabilization of soil using geosynthetics

Registration ID: IJNRD_197366

Published ID: IJNRD2305795

DOI: Click Here to Get

Mushrraf ali , Mohd ashar khan

Soft soil, CBR value, geo-grids, reinforcement, Geotextile

Soil stabilization is the progression which involves enhancing the substantial properties of soil in order to develop its strength, durability etc. By blending or mixing with additives. The dissimilar forms of technique used for soil stabilization are: Soil stabilization with cement, Soil stabilization with lime, Soil stabilization victimization hydrocarbon, and Chemical stabilization associated an innovative promising experience of stabilization by Geo textiles and Geo artificial fibres. Geotextiles have been effectively used for reinforcement of soils to recover the bearing capacity. Roads are arteries of a city and an increase in population increases traffic. Heavy traffic demands strong, smooth, durable and well maintained road pavement and hence healthy and strengthened road network is essential for socioeconomic development of a country. Reinforcement of road pavement using various materials is in practice, geosynthetics being popular among them. Geosynthetics are synthetic products used to stabilize terrain. The focus of this project is on better understanding of natural and artificial Geotextiles for strengthening of sub grade soil. This project gives effect of reinforcement of Geotextiles on sub grade soil. Laboratory California bearing ratio (CBR) tests were performed to examine the load-penetration performance of reinforced granular soils with geotextile. Samples of granular soil with diverse Grading are chosen and tested lacking reinforcement. The consequences of these tests demonstrate that, bearing ratio of reinforced granular soils with geotextile increases

Published Paper   E-Certificate

"Stabilization of soil using geosynthetics", IJNRD - INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT (www.IJNRD.org), ISSN:2456-4184, Vol.8, Issue 5, page no.h744-h747, May-2023, Available :https://ijnrd.org/papers/IJNRD2305795.pdf

Volume 8 Issue 5, May-2023

Pages : h744-h747

Paper Reg. ID: IJNRD_197366

Published Paper Id: IJNRD2305795

Downloads: 000121143

Research Area: Geotechnical Engineering 

Country: New delhi, Delhi, India

Published Paper PDF: https://ijnrd.org/papers/IJNRD2305795.pdf

Published Paper URL: https://ijnrd.org/viewpaperforall?paper=IJNRD2305795

Journal Name: INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT(IJNRD)

ISSN: 2456-4184 | IMPACT FACTOR: 8.76 Calculated By Google Scholar | ESTD YEAR: 2016

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 8.76 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Publisher: IJNRD (IJ Publication) Janvi Wave

This work is licensed under a Creative Commons Attribution 4.0 International License and The Open Definition

Call For Paper - Volume 10 | Issue 8 | August 2025

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INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT (IJNRD) aims to explore advances in research pertaining to applied, theoretical and experimental Technological studies. The goal is to promote scientific information interchange between researchers, developers, engineers, students, and practitioners working in and around the world. IJNRD will provide an opportunity for practitioners and educators of engineering field to exchange research evidence, models of best practice and innovative ideas.

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