Characterisation of low-cost stone base material made using natural aggregate and crushed Stone

This paper provides the laboratory characterisation of a low-cost stone base material for road construction made from locally available natural aggregate and crushed stone aggregate. To create the stone base material, crushed aggregates and natural aggregate were blended in a 1:1 ratio and then subj...

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Published in:AIP Conference Proceedings
Main Author: Saleh S.; Said K.N.M.; Yunus N.Z.M.; Ahmad K.; Ismail N.I.N.
Format: Conference paper
Language:English
Published: American Institute of Physics 2024
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85188319711&doi=10.1063%2f5.0192461&partnerID=40&md5=9ebf9fb3b47633722f3efddeba6ce4f4
id 2-s2.0-85188319711
spelling 2-s2.0-85188319711
Saleh S.; Said K.N.M.; Yunus N.Z.M.; Ahmad K.; Ismail N.I.N.
Characterisation of low-cost stone base material made using natural aggregate and crushed Stone
2024
AIP Conference Proceedings
3014
1
10.1063/5.0192461
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85188319711&doi=10.1063%2f5.0192461&partnerID=40&md5=9ebf9fb3b47633722f3efddeba6ce4f4
This paper provides the laboratory characterisation of a low-cost stone base material for road construction made from locally available natural aggregate and crushed stone aggregate. To create the stone base material, crushed aggregates and natural aggregate were blended in a 1:1 ratio and then subjected to a series of laboratory tests in accordance with British standard procedure. Grain size analysis, particle density, compaction and California bearing ratio (CBR) tests were performed. The obtained results revealed that the formed stone base materials contain approximately 2% fine particles smaller than 75 μm, and approximately 80% of the materials are between 50 mm and 5 mm. The stone base also has a maximum dry density (MDD) of 2085 kg/m3, an optimum water content (OWC) of 6.2%, a particles density of 2.67, and an 82% CBR value. The material is recommended for use in the construction as road base layer. © 2024 Author(s).
American Institute of Physics
0094243X
English
Conference paper

author Saleh S.; Said K.N.M.; Yunus N.Z.M.; Ahmad K.; Ismail N.I.N.
spellingShingle Saleh S.; Said K.N.M.; Yunus N.Z.M.; Ahmad K.; Ismail N.I.N.
Characterisation of low-cost stone base material made using natural aggregate and crushed Stone
author_facet Saleh S.; Said K.N.M.; Yunus N.Z.M.; Ahmad K.; Ismail N.I.N.
author_sort Saleh S.; Said K.N.M.; Yunus N.Z.M.; Ahmad K.; Ismail N.I.N.
title Characterisation of low-cost stone base material made using natural aggregate and crushed Stone
title_short Characterisation of low-cost stone base material made using natural aggregate and crushed Stone
title_full Characterisation of low-cost stone base material made using natural aggregate and crushed Stone
title_fullStr Characterisation of low-cost stone base material made using natural aggregate and crushed Stone
title_full_unstemmed Characterisation of low-cost stone base material made using natural aggregate and crushed Stone
title_sort Characterisation of low-cost stone base material made using natural aggregate and crushed Stone
publishDate 2024
container_title AIP Conference Proceedings
container_volume 3014
container_issue 1
doi_str_mv 10.1063/5.0192461
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85188319711&doi=10.1063%2f5.0192461&partnerID=40&md5=9ebf9fb3b47633722f3efddeba6ce4f4
description This paper provides the laboratory characterisation of a low-cost stone base material for road construction made from locally available natural aggregate and crushed stone aggregate. To create the stone base material, crushed aggregates and natural aggregate were blended in a 1:1 ratio and then subjected to a series of laboratory tests in accordance with British standard procedure. Grain size analysis, particle density, compaction and California bearing ratio (CBR) tests were performed. The obtained results revealed that the formed stone base materials contain approximately 2% fine particles smaller than 75 μm, and approximately 80% of the materials are between 50 mm and 5 mm. The stone base also has a maximum dry density (MDD) of 2085 kg/m3, an optimum water content (OWC) of 6.2%, a particles density of 2.67, and an 82% CBR value. The material is recommended for use in the construction as road base layer. © 2024 Author(s).
publisher American Institute of Physics
issn 0094243X
language English
format Conference paper
accesstype
record_format scopus
collection Scopus
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