Characteristics of Sand at Major Quarrying Areas around Addis Ababa

This study focused on the measurements of physical and chemical characteristics of sand samples taken from Atayie, Je-wuha, Ziway (4 quarrying sites), Mekie (4 quarrying sites), and Soderie (2 quarrying sites) were analyzed by conducting different tests, such as silt content, moisture content, bulki...

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Main Authors: Daniel Shewatatek, Belestie Tenaw, Asratie Yemiru, Gebrehana Belete, Tena Tadesse, Tamiru Tolla
Format: Article
Language:English
Published: Wiley 2022-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2022/3198879
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author Daniel Shewatatek
Belestie Tenaw
Asratie Yemiru
Gebrehana Belete
Tena Tadesse
Tamiru Tolla
author_facet Daniel Shewatatek
Belestie Tenaw
Asratie Yemiru
Gebrehana Belete
Tena Tadesse
Tamiru Tolla
author_sort Daniel Shewatatek
collection DOAJ
description This study focused on the measurements of physical and chemical characteristics of sand samples taken from Atayie, Je-wuha, Ziway (4 quarrying sites), Mekie (4 quarrying sites), and Soderie (2 quarrying sites) were analyzed by conducting different tests, such as silt content, moisture content, bulking, sieve size, unit weight, specific gravity, water absorption, and organic impurities tests. After conducting those tests, the results of sand samples taken from Atayie, Je-wuha, Alagie, and Bosat Fokie sites satisfied 100% test standard requirements. In the same way, Kiera and Atie leman sand sample satisfies the 90% test requirement while Lolie basuma sand satisfies 80% test requirements and Endala chebie satisfies 70% among 10 tests with respective requirements. However, the result of sand samples taken from Langano, Godo, Melka Jelo, and Dehera Degaga satisfies below 50% of the tests among the 10 test parameters.
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institution Kabale University
issn 1687-8094
language English
publishDate 2022-01-01
publisher Wiley
record_format Article
series Advances in Civil Engineering
spelling doaj-art-036f6efa4ac94704823210c78b4e2f8e2025-02-03T01:20:02ZengWileyAdvances in Civil Engineering1687-80942022-01-01202210.1155/2022/3198879Characteristics of Sand at Major Quarrying Areas around Addis AbabaDaniel Shewatatek0Belestie Tenaw1Asratie Yemiru2Gebrehana Belete3Tena Tadesse4Tamiru Tolla5Dire Dawa UniversityDire Dawa UniversityDire Dawa UniversityDire Dawa UniversityDire Dawa UniversityDire Dawa UniversityThis study focused on the measurements of physical and chemical characteristics of sand samples taken from Atayie, Je-wuha, Ziway (4 quarrying sites), Mekie (4 quarrying sites), and Soderie (2 quarrying sites) were analyzed by conducting different tests, such as silt content, moisture content, bulking, sieve size, unit weight, specific gravity, water absorption, and organic impurities tests. After conducting those tests, the results of sand samples taken from Atayie, Je-wuha, Alagie, and Bosat Fokie sites satisfied 100% test standard requirements. In the same way, Kiera and Atie leman sand sample satisfies the 90% test requirement while Lolie basuma sand satisfies 80% test requirements and Endala chebie satisfies 70% among 10 tests with respective requirements. However, the result of sand samples taken from Langano, Godo, Melka Jelo, and Dehera Degaga satisfies below 50% of the tests among the 10 test parameters.http://dx.doi.org/10.1155/2022/3198879
spellingShingle Daniel Shewatatek
Belestie Tenaw
Asratie Yemiru
Gebrehana Belete
Tena Tadesse
Tamiru Tolla
Characteristics of Sand at Major Quarrying Areas around Addis Ababa
Advances in Civil Engineering
title Characteristics of Sand at Major Quarrying Areas around Addis Ababa
title_full Characteristics of Sand at Major Quarrying Areas around Addis Ababa
title_fullStr Characteristics of Sand at Major Quarrying Areas around Addis Ababa
title_full_unstemmed Characteristics of Sand at Major Quarrying Areas around Addis Ababa
title_short Characteristics of Sand at Major Quarrying Areas around Addis Ababa
title_sort characteristics of sand at major quarrying areas around addis ababa
url http://dx.doi.org/10.1155/2022/3198879
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