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Volume 3 | Issue 8

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Paper Title: A REVIEW PAPER ON CORRELATION BETWEEN CALIFORNIA BEARING RATIO AND ANGLE OF REPOSE OF GRANULAR SOIL
Authors Name: Younis Nazir Bhat , Dr. Rakesh Gupta
Unique Id: IJRTI1807034
Published In: Volume 3 Issue 7, July-2018
Abstract: The strength of subgrade is a predominant factor in the design of Highways. One of the methods to determine the subgrade strength is the well-known California Bearing Ratio (CBR) test. CBR test is grueling and prolonged, thence a method for correlating CBR value with a soil physical property is proposed. Since the Angle of Repose is one of the physical properties of soil and is relatively easy to determine, it is considered as the correlating factor. The Angle of Repose is determined from the Hollow Cylinder test. In this study, diverse soils samples are collected from various locations within the Eastern Province of Saudi Arabia. Laboratory soaked CBR, Gradation Analysis, and Hollow Cylinder tests were performed on the samples. Thereafter, linear relationship between the Angle of Repose and CBR value of the samples is initiated and scrutinized using simple linear regression analysis (SLRA), and furthermore, predictive equation estimating CBR from Angle of Repose value is developed.
Keywords: Soaked CBR, Angle of Repose, Correlation, Subgrade, Highways
Cite Article: "A REVIEW PAPER ON CORRELATION BETWEEN CALIFORNIA BEARING RATIO AND ANGLE OF REPOSE OF GRANULAR SOIL", International Journal of Science & Engineering Development Research (www.ijrti.org), ISSN:2455-2631, Vol.3, Issue 7, page no.219 - 221, July-2018, Available :http://www.ijrti.org/papers/IJRTI1807034.pdf
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Publication Details: Published Paper ID: IJRTI1807034
Registration ID:180371
Published In: Volume 3 Issue 7, July-2018
DOI (Digital Object Identifier):
ISSN Number: 2456 - 3315
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