UGC Approved Journal no 63975(19)

ISSN: 2349-5162 | ESTD Year : 2014
Call for Paper
Volume 11 | Issue 5 | May 2024

JETIREXPLORE- Search Thousands of research papers



WhatsApp Contact
Click Here

Published in:

Volume 6 Issue 6
June-2019
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:
JETIR1906C54


Registration ID:
215372

Page Number

326-330

Share This Article


Jetir RMS

Title

Correlation Between soaked & unsoaked CBR Values of different soil samples

Abstract

Pavements are a assortment of materials. These materials, their associated properties, and their interactions determine the properties of the resultant pavement. Thus, a good understanding of these materials, how they are characterized, and how they perform is fundamental to understanding pavement. The materials which are used in the construction of highway are requires not only a meticulous understanding of the soil and aggregate properties but also the binding materials. soil and aggregate properties affect pavement stability and durability and binding materials may be added to improve these pavement features. Soil is considered as a complex material or deposition of earth material, which includes widely different materials like boulders, sands, gravels, clays and silts. These earth material derived naturally by the mechanical and chemical disintegration of rocks or decay of vegetation, that can be excavated by manual or mechanical means depending on the availability. The supporting soil underneath pavement and constructed road is called sub grade. Undisturbed soil underneath the pavement is called natural subgrade. Compacted sub grade is the soil compacted by controlled movement of heavy compactors. The performance of pavements depends to a large extent on the strength and stiffness of the sub grade. CBR test is important method of evaluating the sub grade strength, among the various methods but quick estimation of CBR is most important for highway engineer so this study is focus on comparison of soaked and unsoaked CBR value. This Study is an attempt to understand the influence of soaking on CBR value subjected to different days of soaking and the corresponding variation in moisture content

Key Words

Unsoaked & Soaked California bearing ratio, Maximum Dry Density& optimum Moisture content, Liquid Limit, Plastic Limit, Plasticity Index.

Cite This Article

"Correlation Between soaked & unsoaked CBR Values of different soil samples ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 6, page no.326-330, June-2019, Available :http://www.jetir.org/papers/JETIR1906C54.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

"Correlation Between soaked & unsoaked CBR Values of different soil samples ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 6, page no. pp326-330, June-2019, Available at : http://www.jetir.org/papers/JETIR1906C54.pdf

Publication Details

Published Paper ID: JETIR1906C54
Registration ID: 215372
Published In: Volume 6 | Issue 6 | Year June-2019
DOI (Digital Object Identifier):
Page No: 326-330
Country: Bhopal, M.P., India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


Preview This Article


Downlaod

Click here for Article Preview

Download PDF

Downloads

0002824

Print This Page

Current Call For Paper

Jetir RMS