UGC Approved Journal no 63975(19)
New UGC Peer-Reviewed Rules

ISSN: 2349-5162 | ESTD Year : 2014
Volume 12 | Issue 10 | October 2025

JETIREXPLORE- Search Thousands of research papers



WhatsApp Contact
Click Here

Published in:

Volume 12 Issue 3
March-2025
eISSN: 2349-5162

UGC and ISSN approved 7.95 impact factor UGC Approved Journal no 63975

7.95 impact factor calculated by Google scholar

Unique Identifier

Published Paper ID:
JETIR2503707


Registration ID:
557660

Page Number

h54-h59

Share This Article


Jetir RMS

Title

COMPARATIVE STUDY ON EFFECT OF EXPANSIVE SOIL PROPERTIES WHILE USING STABILIZERS AS LIME AND MARBLE DUST

Abstract

Abstract: Soil properties play an important role in any architectural and civil engineering marvel. Soil stabilization is the process by which engineering properties of soil such as Liquid limit, Plastic limit, Plasticity index, Optimum moisture content (OMC), Maximum dry density (MDD), CBR value, and specific gravity can be altered as per the requirements. There are numerous soil stabilizing agents available in the market. In our research paper, we have shown the comparative study of changes occurred in the engineering properties of soil when stabilized by Marble dust and when stabilized by LIME. Marble Dust is largely produced from the raw materials which are industrial waste. Hence, it helps in reducing the carbon footprint and eventually contributing in sustainable development. Moreover, it helps in reducing the industrial waste. Lime on the other hand is easily available and has minimum negative impact on the environment. With the help of results shown in this research paper, one can easily bifurcate and choose the better stabilizing agent to get the desired soil parameters.

Key Words

Expansive soil, Marble Dust , Lime, Soil stabilization, Swelling Pressure, Shear Strength, OMC, MDD and CBR values.

Cite This Article

"COMPARATIVE STUDY ON EFFECT OF EXPANSIVE SOIL PROPERTIES WHILE USING STABILIZERS AS LIME AND MARBLE DUST", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.12, Issue 3, page no.h54-h59, March-2025, Available :http://www.jetir.org/papers/JETIR2503707.pdf

ISSN


2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"COMPARATIVE STUDY ON EFFECT OF EXPANSIVE SOIL PROPERTIES WHILE USING STABILIZERS AS LIME AND MARBLE DUST", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.12, Issue 3, page no. pph54-h59, March-2025, Available at : http://www.jetir.org/papers/JETIR2503707.pdf

Publication Details

Published Paper ID: JETIR2503707
Registration ID: 557660
Published In: Volume 12 | Issue 3 | Year March-2025
DOI (Digital Object Identifier):
Page No: h54-h59
Country: RAJKOT, GUJRAT, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


Preview This Article


Downlaod

Click here for Article Preview

Download PDF

Downloads

00060

Print This Page

Current Call For Paper

Jetir RMS