Mechanical properties and freeze-thaw resistance of lightweight aggregate concrete using artificial clay aggregate

This work intends to make structural lightweight aggregate concrete by using artificial expanded clay aggregate with different replacement levels from normal coarse aggregate and improve it with a high-performance superplasticizer to increase its strength. The mechanical characteristics covered in t...

Full description

Bibliographic Details
Main Authors: Al-Dikheeli Mohammed Riyadh, Thaib Hasanein M., Alasadi Layth AbdulRasool
Format: Article
Language:English
Published: De Gruyter 2022-04-01
Series:Open Engineering
Subjects:
Online Access:https://doi.org/10.1515/eng-2022-0019
_version_ 1828381365509292032
author Al-Dikheeli Mohammed Riyadh
Thaib Hasanein M.
Alasadi Layth AbdulRasool
author_facet Al-Dikheeli Mohammed Riyadh
Thaib Hasanein M.
Alasadi Layth AbdulRasool
author_sort Al-Dikheeli Mohammed Riyadh
collection DOAJ
description This work intends to make structural lightweight aggregate concrete by using artificial expanded clay aggregate with different replacement levels from normal coarse aggregate and improve it with a high-performance superplasticizer to increase its strength. The mechanical characteristics covered in the present work were compressive strength, flexural strength, and splitting tensile strength in addition to freezing and thawing resistance. Different densities were found for all mixes ranging between normal and lightweight concrete and that depends on the replacement of normal aggregate with lightweight aggregates. Mixes with replacement exceeding 25% give compressive strength less than 17 MPa and cannot be regarded as structural lightweight concrete. Modified mixes give higher values of mechanical properties, and also some non-structural lightweight concrete mixes were improved to structural lightweight concrete by using PC-superplasticizer in this study. The research also includes freezing and thawing cycles on reference mixes and lightweight mixes. Lightweight mixes give high durability against freeze-thaw cycles where the reduction in compressive strength was 6.2, 4.6, and 5.5% for 10% rep, 15% rep, and 20% rep mixes, respectively, compared with 32.2% reduction for reference mix.
first_indexed 2024-12-10T04:14:23Z
format Article
id doaj.art-c424e7621b9646d3b3124abf785cfc76
institution Directory Open Access Journal
issn 2391-5439
language English
last_indexed 2024-12-10T04:14:23Z
publishDate 2022-04-01
publisher De Gruyter
record_format Article
series Open Engineering
spelling doaj.art-c424e7621b9646d3b3124abf785cfc762022-12-22T02:02:38ZengDe GruyterOpen Engineering2391-54392022-04-0112132333110.1515/eng-2022-0019Mechanical properties and freeze-thaw resistance of lightweight aggregate concrete using artificial clay aggregateAl-Dikheeli Mohammed Riyadh0Thaib Hasanein M.1Alasadi Layth AbdulRasool2Department of Structures and Water Resources, Faculty of Engineering, University of Kufa, Najaf, IraqDepartment of Civil Engineering, Faculty of Engineering, University of Kufa, Najaf, IraqDepartment of Structures and Water Resources, Faculty of Engineering, University of Kufa, Najaf, IraqThis work intends to make structural lightweight aggregate concrete by using artificial expanded clay aggregate with different replacement levels from normal coarse aggregate and improve it with a high-performance superplasticizer to increase its strength. The mechanical characteristics covered in the present work were compressive strength, flexural strength, and splitting tensile strength in addition to freezing and thawing resistance. Different densities were found for all mixes ranging between normal and lightweight concrete and that depends on the replacement of normal aggregate with lightweight aggregates. Mixes with replacement exceeding 25% give compressive strength less than 17 MPa and cannot be regarded as structural lightweight concrete. Modified mixes give higher values of mechanical properties, and also some non-structural lightweight concrete mixes were improved to structural lightweight concrete by using PC-superplasticizer in this study. The research also includes freezing and thawing cycles on reference mixes and lightweight mixes. Lightweight mixes give high durability against freeze-thaw cycles where the reduction in compressive strength was 6.2, 4.6, and 5.5% for 10% rep, 15% rep, and 20% rep mixes, respectively, compared with 32.2% reduction for reference mix.https://doi.org/10.1515/eng-2022-0019lightweight aggregatelightweight concreteflexural strengthfreeze-thaw cycles
spellingShingle Al-Dikheeli Mohammed Riyadh
Thaib Hasanein M.
Alasadi Layth AbdulRasool
Mechanical properties and freeze-thaw resistance of lightweight aggregate concrete using artificial clay aggregate
Open Engineering
lightweight aggregate
lightweight concrete
flexural strength
freeze-thaw cycles
title Mechanical properties and freeze-thaw resistance of lightweight aggregate concrete using artificial clay aggregate
title_full Mechanical properties and freeze-thaw resistance of lightweight aggregate concrete using artificial clay aggregate
title_fullStr Mechanical properties and freeze-thaw resistance of lightweight aggregate concrete using artificial clay aggregate
title_full_unstemmed Mechanical properties and freeze-thaw resistance of lightweight aggregate concrete using artificial clay aggregate
title_short Mechanical properties and freeze-thaw resistance of lightweight aggregate concrete using artificial clay aggregate
title_sort mechanical properties and freeze thaw resistance of lightweight aggregate concrete using artificial clay aggregate
topic lightweight aggregate
lightweight concrete
flexural strength
freeze-thaw cycles
url https://doi.org/10.1515/eng-2022-0019
work_keys_str_mv AT aldikheelimohammedriyadh mechanicalpropertiesandfreezethawresistanceoflightweightaggregateconcreteusingartificialclayaggregate
AT thaibhasaneinm mechanicalpropertiesandfreezethawresistanceoflightweightaggregateconcreteusingartificialclayaggregate
AT alasadilaythabdulrasool mechanicalpropertiesandfreezethawresistanceoflightweightaggregateconcreteusingartificialclayaggregate