International Journal for Research Trends and Innovation
International Peer Reviewed & Refereed Journals, Open Access Journal
ISSN Approved Journal No: 2456-3315 | Impact factor: 8.14 | ESTD Year: 2016
Scholarly open access journals, Peer-reviewed, and Refereed Journals, Impact factor 8.14 (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)

Call For Paper

For Authors

Forms / Download

Published Issue Details

Editorial Board

Other IMP Links

Facts & Figure

Impact Factor : 8.14

Issue per Year : 12

Volume Published : 9

Issue Published : 93

Article Submitted : 9866

Article Published : 5018

Total Authors : 13224

Total Reviewer : 557

Total Countries : 93

Indexing Partner


This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License
Published Paper Details
Authors Name: Rahul Prasad , Vishal Rawat
Download E-Certificate: Download
Author Reg. ID:
Published Paper Id: IJRTI2108010
Published In: Volume 6 Issue 8, August-2021
Abstract: The performance of a pavement is very responsive to the characteristics of the soil subgrade, which provides base for the whole pavement structure. For that reason of utmost significance the performance of pavements is enhanced by adopting proper design and construction schemes. Million tons of fly ash produced from various thermal power plants is low unit weight, non- plastic, very fine and disposed in slurry form into ponds covering huge area. The ash acquired from ponds gets directly air-borne and thus constitutes a serious pollution threat to the society. These materials have a low load carrying capacity, degraded settlement distinctiveness and their utilization in civil engineering works is a tough assignment. On the other hand the performance of these materials can be improved by using soil reinforcement procedure. It can be used as a pavement sub grade with the help of Geotextile sheets as reinforcement. In this study, samples of fly ash compacted to its maximum dry density at the finest moisture content is organized without and with Geotextile layers in the CBR mould.
Keywords: Stabilization; Strength of soil; Fly ash; Coir fiber; engineering properties
Cite Article: "STABILISATION OF PAVEMENT SOIL BY USING FLYASH ", International Journal of Science & Engineering Development Research (www.ijrti.org), ISSN:2455-2631, Vol.6, Issue 8, page no.54 - 59, August-2021, Available :http://www.ijrti.org/papers/IJRTI2108010.pdf
Downloads: 000202634
ISSN: 2456-3315 | IMPACT FACTOR: 8.14 Calculated By Google Scholar| ESTD YEAR: 2016
An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 8.14 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: IJRTI2108010
Registration ID:181603
Published In: Volume 6 Issue 8, August-2021
DOI (Digital Object Identifier):
Page No: 54 - 59
Country: Lucknow, Uttar Pradesh, India
Research Area: Engineering
Publisher : IJ Publication
Published Paper URL : https://www.ijrti.org/viewpaperforall?paper=IJRTI2108010
Published Paper PDF: https://www.ijrti.org/papers/IJRTI2108010
Share Article:

Click Here to Download This Article

Article Preview
Click Here to Download This Article

Major Indexing from www.ijrti.org
Google Scholar ResearcherID Thomson Reuters Mendeley : reference manager Academia.edu
arXiv.org : cornell university library Research Gate CiteSeerX DOAJ : Directory of Open Access Journals
DRJI Index Copernicus International Scribd DocStoc

ISSN Details

ISSN: 2456-3315
Impact Factor: 8.14 and ISSN APPROVED
Journal Starting Year (ESTD) : 2016

DOI (A digital object identifier)

Providing A digital object identifier by DOI.ONE
How to Get DOI?


Open Access License Policy

This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License

Creative Commons License This material is Open Knowledge This material is Open Data This material is Open Content

Important Details

Social Media

Join RMS/Earn 300


Indexing Partner