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IJNRD
INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT
International Peer Reviewed & Refereed Journals, Open Access Journal
ISSN Approved Journal No: 2456-4184 | Impact factor: 8.76 | ESTD Year: 2016
Scholarly open access journals, Peer-reviewed, and Refereed Journals, Impact factor 8.76 (Calculate by google scholar and Semantic Scholar | AI-Powered Research Tool) , Multidisciplinary, Monthly, Indexing in all major database & Metadata, Citation Generator, Digital Object Identifier(DOI)

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Impact Factor : 8.76

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Paper Title: Stabilization of soil using geosynthetics
Authors Name: Mushrraf ali , Mohd ashar khan
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IJNRD_197366
Published Paper Id: IJNRD2305795
Published In: Volume 8 Issue 5, May-2023
DOI:
Abstract: 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
Keywords: Soft soil, CBR value, geo-grids, reinforcement, Geotextile
Cite Article: "Stabilization of soil using geosynthetics", International Journal of Novel Research and Development (www.ijnrd.org), ISSN:2456-4184, Vol.8, Issue 5, page no.h744-h747, May-2023, Available :http://www.ijnrd.org/papers/IJNRD2305795.pdf
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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
Publication Details: Published Paper ID:IJNRD2305795
Registration ID: 197366
Published In: Volume 8 Issue 5, May-2023
DOI (Digital Object Identifier):
Page No: h744-h747
Country: New delhi, Delhi, India
Research Area: Geotechnical Engineering 
Publisher : IJ Publication
Published Paper URL : https://www.ijnrd.org/viewpaperforall?paper=IJNRD2305795
Published Paper PDF: https://www.ijnrd.org/papers/IJNRD2305795
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ISSN: 2456-4184
Impact Factor: 8.76 and ISSN APPROVED
Journal Starting Year (ESTD) : 2016

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