Home > Engineering > Electrical Engineering > Volume-3 > Issue-5 > Study on the Properties of Natural Soil Stabilized with Various Percentages of Lime Contents

Study on the Properties of Natural Soil Stabilized with Various Percentages of Lime Contents

Call for Papers

Volume-8 | Issue-6

Last date : 27-Dec-2024

Best International Journal
Open Access | Peer Reviewed | Best International Journal | Indexing & IF | 24*7 Support | Dedicated Qualified Team | Rapid Publication Process | International Editor, Reviewer Board | Attractive User Interface with Easy Navigation

Journal Type : Open Access

First Update : Within 7 Days after submittion

Submit Paper Online

For Author

Research Area


Study on the Properties of Natural Soil Stabilized with Various Percentages of Lime Contents


Nyein Nyein Thant | Tin Yadanar Kyaw



Nyein Nyein Thant | Tin Yadanar Kyaw "Study on the Properties of Natural Soil Stabilized with Various Percentages of Lime Contents" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-5, August 2019, pp.2000-2004, URL: https://www.ijtsrd.com/papers/ijtsrd27871.pdf

This paper presents study of the stabilization of natural soil with lime. Firstly, Soil samples from Madaya Township are collected and several laboratory tests are carried out to determine the characteristics and engineering properties of the studied soil. Then experimental tests have been conducted for the determination of Atterberg limits and California Bearing Ratio (CBR) values. The studied soil contains more than 50% of silt-clay fraction. So, the studied soil is stabilized with lime contents selected as 5% and 10% by weight of natural soil at maximum dry density. When soil samples are mixed with lime, the values of liquid limit, plasticity index and CBR values are changed. These changes are decreased in swelling and shrinking potential of the soil, decreased in the settlement of the pavements, increase in workability and increase in the bearing capacity of the soils. In this study, the CBR values of soil-lime mixtures are 71.4% and 64.4% higher than that of studied soil. It can be seen that the CBR value of lime 5% is greater than lime 10% and natural soil. So, soil-lime mixture with lime 5% content is suiTablefor soil stabilization of the street, road and highway.

soil stabilization, lime, soil-lime mixture


IJTSRD27871
Volume-3 | Issue-5, August 2019
2000-2004
IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470
Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

International Journal of Trend in Scientific Research and Development - IJTSRD having online ISSN 2456-6470. IJTSRD is a leading Open Access, Peer-Reviewed International Journal which provides rapid publication of your research articles and aims to promote the theory and practice along with knowledge sharing between researchers, developers, engineers, students, and practitioners working in and around the world in many areas like Sciences, Technology, Innovation, Engineering, Agriculture, Management and many more and it is recommended by all Universities, review articles and short communications in all subjects. IJTSRD running an International Journal who are proving quality publication of peer reviewed and refereed international journals from diverse fields that emphasizes new research, development and their applications. IJTSRD provides an online access to exchange your research work, technical notes & surveying results among professionals throughout the world in e-journals. IJTSRD is a fastest growing and dynamic professional organization. The aim of this organization is to provide access not only to world class research resources, but through its professionals aim to bring in a significant transformation in the real of open access journals and online publishing.

Thomson Reuters
Google Scholer
Academia.edu

ResearchBib
Scribd.com
archive

PdfSR
issuu
Slideshare

WorldJournalAlerts
Twitter
Linkedin