Home > Engineering > Civil Engineering > Volume-2 > Issue-5 > Effect of Lime on Engineering Properties of Cohesive Soil

Effect of Lime on Engineering Properties of Cohesive Soil

Call for Papers

Volume-8 | Advancing Multidisciplinary Research and Analysis - Exploring Innovations

Last date : 28-Mar-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


Effect of Lime on Engineering Properties of Cohesive Soil


Nyein Nyein Thant

https://doi.org/10.31142/ijtsrd18162



Nyein Nyein Thant "Effect of Lime on Engineering Properties of Cohesive Soil" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-2 | Issue-5, August 2018, pp.1757-1762, URL: https://www.ijtsrd.com/papers/ijtsrd18162.pdf

Soil is a unique natural material and the properties of soils can be altered by adding stabilizing agents such as lime. Lime is the oldest traditional stabilizer used for soil stabilization. Lime is one of the several products that can be used in the improvement of the engineering characteristics of soils. This research presents the effect of lime on engineering properties of cohesive soil. In order to identify and classify this soil, at first physical properties of soil are determined. And then, mechanical property tests are conducted. Next, lime is added to natural soils. Lime contents are selected as 4%, 6% and 8% by weight of natural soils. The plasticity index decrease with increasing the percentage of lime content. Soil is mixed with selected lime contents at their maximum dry density. In cohesive soil, the more the lime content, the more the cohesion. The lowest value of cohesion is 0.59 kg/cm2 at lime 4% and it increases according to lime content. The percentage of lime increased, CBR value is also increased.

Cohesive Soil, Stabilization, Lime.


IJTSRD18162
Volume-2 | Issue-5, August 2018
1757-1762
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