Correlation of Unconfined Compressive Strength (UCS) with Compaction Characteristics of Soils in Burayu Town

The unconfined compressive strength is the most widely used parameter to measure the strength of the subgrade or foundation soil for cohesive soils. Due to its time-consuming and cost-effective nature, most of the time-correlation equations have been used to correlate unconfined compressive strength...

Full description

Saved in:
Bibliographic Details
Main Authors: Solomon Kormu, Alemineh Sorsa, Shelema Amena
Format: Article
Language:English
Published: Wiley 2022-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2022/1548272
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1832559686557106176
author Solomon Kormu
Alemineh Sorsa
Shelema Amena
author_facet Solomon Kormu
Alemineh Sorsa
Shelema Amena
author_sort Solomon Kormu
collection DOAJ
description The unconfined compressive strength is the most widely used parameter to measure the strength of the subgrade or foundation soil for cohesive soils. Due to its time-consuming and cost-effective nature, most of the time-correlation equations have been used to correlate unconfined compressive strength with compaction parameters and soil index properties. The current study was conducted in Burayu town where fifty soil samples were collected and experimental geotechnical soil tests were carried out based on the American Society for Testing and Materials (ASTM) standards. The correlation and regression analyses were done using the experimental results obtained for unconfined compressive strength (UCS) and compaction characteristics. The regression analysis resulted in a fair coefficient of correlation of 0.61 and 0.78 for single linear regression of UCS with maximum dry density (MDD) and optimum moisture content (OMC), respectively, while R2 = 0.83 for multiple linear regression analysis of UCS with MDD and OMC. After further emphasis, the equation developed using multiple linear regression (UCS = −3105 + 1625 MDD + 40.9 OMC, R2 = 0.83) which was chosen as a prediction equation. After validation of the established model using control tests, the statistical regression analysis shows that the correlation is 97% accurate in the UCS determination for multiple regression analysis. This implies that the established model could be used to predict the UCS in the study area.
format Article
id doaj-art-441dde446be64b94a809d7eb291685af
institution Kabale University
issn 1687-8442
language English
publishDate 2022-01-01
publisher Wiley
record_format Article
series Advances in Materials Science and Engineering
spelling doaj-art-441dde446be64b94a809d7eb291685af2025-02-03T01:29:28ZengWileyAdvances in Materials Science and Engineering1687-84422022-01-01202210.1155/2022/1548272Correlation of Unconfined Compressive Strength (UCS) with Compaction Characteristics of Soils in Burayu TownSolomon Kormu0Alemineh Sorsa1Shelema Amena2Department of Civil EngineeringFaculty of Civil and Environmental EngineeringFaculty of Civil and Environmental EngineeringThe unconfined compressive strength is the most widely used parameter to measure the strength of the subgrade or foundation soil for cohesive soils. Due to its time-consuming and cost-effective nature, most of the time-correlation equations have been used to correlate unconfined compressive strength with compaction parameters and soil index properties. The current study was conducted in Burayu town where fifty soil samples were collected and experimental geotechnical soil tests were carried out based on the American Society for Testing and Materials (ASTM) standards. The correlation and regression analyses were done using the experimental results obtained for unconfined compressive strength (UCS) and compaction characteristics. The regression analysis resulted in a fair coefficient of correlation of 0.61 and 0.78 for single linear regression of UCS with maximum dry density (MDD) and optimum moisture content (OMC), respectively, while R2 = 0.83 for multiple linear regression analysis of UCS with MDD and OMC. After further emphasis, the equation developed using multiple linear regression (UCS = −3105 + 1625 MDD + 40.9 OMC, R2 = 0.83) which was chosen as a prediction equation. After validation of the established model using control tests, the statistical regression analysis shows that the correlation is 97% accurate in the UCS determination for multiple regression analysis. This implies that the established model could be used to predict the UCS in the study area.http://dx.doi.org/10.1155/2022/1548272
spellingShingle Solomon Kormu
Alemineh Sorsa
Shelema Amena
Correlation of Unconfined Compressive Strength (UCS) with Compaction Characteristics of Soils in Burayu Town
Advances in Materials Science and Engineering
title Correlation of Unconfined Compressive Strength (UCS) with Compaction Characteristics of Soils in Burayu Town
title_full Correlation of Unconfined Compressive Strength (UCS) with Compaction Characteristics of Soils in Burayu Town
title_fullStr Correlation of Unconfined Compressive Strength (UCS) with Compaction Characteristics of Soils in Burayu Town
title_full_unstemmed Correlation of Unconfined Compressive Strength (UCS) with Compaction Characteristics of Soils in Burayu Town
title_short Correlation of Unconfined Compressive Strength (UCS) with Compaction Characteristics of Soils in Burayu Town
title_sort correlation of unconfined compressive strength ucs with compaction characteristics of soils in burayu town
url http://dx.doi.org/10.1155/2022/1548272
work_keys_str_mv AT solomonkormu correlationofunconfinedcompressivestrengthucswithcompactioncharacteristicsofsoilsinburayutown
AT aleminehsorsa correlationofunconfinedcompressivestrengthucswithcompactioncharacteristicsofsoilsinburayutown
AT shelemaamena correlationofunconfinedcompressivestrengthucswithcompactioncharacteristicsofsoilsinburayutown