Influence of self-cementing properties on the mechanical behaviour of recycled concrete aggregates under monotonic loading
Recently, the use of recycled crushed concrete aggregates (RCA) as a substitution of natural aggregates in pavement base and subbase layers has become more popular. Occasionally, a growth of stiffness and strength in unbound base and subbase layers built with RCA can be observed, which can be consid...
Published in: | Construction and Building Materials |
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Main Authors: | , , , |
Other Authors: | , , , , , , |
Format: | Article in Journal/Newspaper |
Language: | English |
Published: |
CCSD
2023
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Subjects: | |
Online Access: | https://hal.science/hal-03976195 https://doi.org/10.1016/j.conbuildmat.2022.130259 |
_version_ | 1835019591096467456 |
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author | Wang, Chong Chazallon, Cyrille Hornych, Pierre Braymand, Sandrine |
author2 | Laboratoire des sciences de l'ingénieur, de l'informatique et de l'imagerie (ICube) École Nationale du Génie de l'Eau et de l'Environnement de Strasbourg (ENGEES)-Université de Strasbourg (UNISTRA)-Les Hôpitaux Universitaires de Strasbourg (HUS)-Institut National des Sciences Appliquées - Strasbourg (INSA Strasbourg) Institut National des Sciences Appliquées (INSA)-Institut National des Sciences Appliquées (INSA)-Centre National de la Recherche Scientifique (CNRS)-Matériaux et Nanosciences Grand-Est (MNGE) Université de Strasbourg (UNISTRA)-Université de Haute-Alsace (UHA) Mulhouse - Colmar (Université de Haute-Alsace (UHA))-Institut National de la Santé et de la Recherche Médicale (INSERM)-Institut de Chimie - CNRS Chimie (INC-CNRS)-Centre National de la Recherche Scientifique (CNRS)-Université de Strasbourg (UNISTRA)-Université de Haute-Alsace (UHA) Mulhouse - Colmar (Université de Haute-Alsace (UHA))-Institut National de la Santé et de la Recherche Médicale (INSERM)-Institut de Chimie - CNRS Chimie (INC-CNRS)-Centre National de la Recherche Scientifique (CNRS)-Réseau nanophotonique et optique Université de Strasbourg (UNISTRA)-Université de Haute-Alsace (UHA) Mulhouse - Colmar (Université de Haute-Alsace (UHA))-Centre National de la Recherche Scientifique (CNRS)-Université de Strasbourg (UNISTRA)-Centre National de la Recherche Scientifique (CNRS) Laboratoire Auscultation, Modélisation, Expérimentation des infrastructures de transport (MAST-LAMES) Université Gustave Eiffel |
author_facet | Wang, Chong Chazallon, Cyrille Hornych, Pierre Braymand, Sandrine |
author_sort | Wang, Chong |
collection | Unknown |
container_start_page | 130259 |
container_title | Construction and Building Materials |
container_volume | 367 |
description | Recently, the use of recycled crushed concrete aggregates (RCA) as a substitution of natural aggregates in pavement base and subbase layers has become more popular. Occasionally, a growth of stiffness and strength in unbound base and subbase layers built with RCA can be observed, which can be considered as self-cementing properties of RCA. In this study, the potential self-cementing properties and the long-term mechanical behaviour of two different RCA (NRCA and ORCA), with significantly different self-cementing properties, were studied by pH value, thermogravimetric analysis (TGA) and monotonic triaxial tests under varying confining pressures (20/40/70 kPa) and varying curing times (1/28/360 days). Results show that the long-term storage can largely reduce the self-cementing properties of RCA (ORCA), while the RCA crushed recently (NRCA) exhibits much stronger self-cementing properties. Besides, the long-term mechanical behaviours are influenced by self-cementing properties and confining pressure as well as curing time, so that the strength and stiffness of RCA specimen, with stronger self-cementing properties (NRCA), increase more under low confining pressure and long curing time. The experimental results also indicate that the long-term mechanical behaviours of NRCA are consistent with cement treated materials, whose ductile stress–strain response gradually turns to stiff brittle behaviour as curing time increases. |
format | Article in Journal/Newspaper |
genre | Orca |
genre_facet | Orca |
id | ftuniveiffel:oai:HAL:hal-03976195v1 |
institution | Open Polar |
language | English |
op_collection_id | ftuniveiffel |
op_doi | https://doi.org/10.1016/j.conbuildmat.2022.130259 |
op_relation | info:eu-repo/semantics/altIdentifier/doi/10.1016/j.conbuildmat.2022.130259 doi:10.1016/j.conbuildmat.2022.130259 |
op_source | ISSN: 0950-0618 EISSN: 1879-0526 Construction and Building Materials https://hal.science/hal-03976195 Construction and Building Materials, 2023, 367 (27), ⟨10.1016/j.conbuildmat.2022.130259⟩ |
publishDate | 2023 |
publisher | CCSD |
record_format | openpolar |
spelling | ftuniveiffel:oai:HAL:hal-03976195v1 2025-06-15T14:46:01+00:00 Influence of self-cementing properties on the mechanical behaviour of recycled concrete aggregates under monotonic loading Wang, Chong Chazallon, Cyrille Hornych, Pierre Braymand, Sandrine Laboratoire des sciences de l'ingénieur, de l'informatique et de l'imagerie (ICube) École Nationale du Génie de l'Eau et de l'Environnement de Strasbourg (ENGEES)-Université de Strasbourg (UNISTRA)-Les Hôpitaux Universitaires de Strasbourg (HUS)-Institut National des Sciences Appliquées - Strasbourg (INSA Strasbourg) Institut National des Sciences Appliquées (INSA)-Institut National des Sciences Appliquées (INSA)-Centre National de la Recherche Scientifique (CNRS)-Matériaux et Nanosciences Grand-Est (MNGE) Université de Strasbourg (UNISTRA)-Université de Haute-Alsace (UHA) Mulhouse - Colmar (Université de Haute-Alsace (UHA))-Institut National de la Santé et de la Recherche Médicale (INSERM)-Institut de Chimie - CNRS Chimie (INC-CNRS)-Centre National de la Recherche Scientifique (CNRS)-Université de Strasbourg (UNISTRA)-Université de Haute-Alsace (UHA) Mulhouse - Colmar (Université de Haute-Alsace (UHA))-Institut National de la Santé et de la Recherche Médicale (INSERM)-Institut de Chimie - CNRS Chimie (INC-CNRS)-Centre National de la Recherche Scientifique (CNRS)-Réseau nanophotonique et optique Université de Strasbourg (UNISTRA)-Université de Haute-Alsace (UHA) Mulhouse - Colmar (Université de Haute-Alsace (UHA))-Centre National de la Recherche Scientifique (CNRS)-Université de Strasbourg (UNISTRA)-Centre National de la Recherche Scientifique (CNRS) Laboratoire Auscultation, Modélisation, Expérimentation des infrastructures de transport (MAST-LAMES) Université Gustave Eiffel 2023-12-31 https://hal.science/hal-03976195 https://doi.org/10.1016/j.conbuildmat.2022.130259 en eng CCSD Elsevier info:eu-repo/semantics/altIdentifier/doi/10.1016/j.conbuildmat.2022.130259 doi:10.1016/j.conbuildmat.2022.130259 ISSN: 0950-0618 EISSN: 1879-0526 Construction and Building Materials https://hal.science/hal-03976195 Construction and Building Materials, 2023, 367 (27), ⟨10.1016/j.conbuildmat.2022.130259⟩ Recycled concrete aggregate Mechanical behavior Self-cementing properties Unhydrated cement content Unbound granular material Monotonic triaxial test [SPI.GCIV]Engineering Sciences [physics]/Civil Engineering info:eu-repo/semantics/article Journal articles 2023 ftuniveiffel https://doi.org/10.1016/j.conbuildmat.2022.130259 2025-05-25T23:34:35Z Recently, the use of recycled crushed concrete aggregates (RCA) as a substitution of natural aggregates in pavement base and subbase layers has become more popular. Occasionally, a growth of stiffness and strength in unbound base and subbase layers built with RCA can be observed, which can be considered as self-cementing properties of RCA. In this study, the potential self-cementing properties and the long-term mechanical behaviour of two different RCA (NRCA and ORCA), with significantly different self-cementing properties, were studied by pH value, thermogravimetric analysis (TGA) and monotonic triaxial tests under varying confining pressures (20/40/70 kPa) and varying curing times (1/28/360 days). Results show that the long-term storage can largely reduce the self-cementing properties of RCA (ORCA), while the RCA crushed recently (NRCA) exhibits much stronger self-cementing properties. Besides, the long-term mechanical behaviours are influenced by self-cementing properties and confining pressure as well as curing time, so that the strength and stiffness of RCA specimen, with stronger self-cementing properties (NRCA), increase more under low confining pressure and long curing time. The experimental results also indicate that the long-term mechanical behaviours of NRCA are consistent with cement treated materials, whose ductile stress–strain response gradually turns to stiff brittle behaviour as curing time increases. Article in Journal/Newspaper Orca Unknown Construction and Building Materials 367 130259 |
spellingShingle | Recycled concrete aggregate Mechanical behavior Self-cementing properties Unhydrated cement content Unbound granular material Monotonic triaxial test [SPI.GCIV]Engineering Sciences [physics]/Civil Engineering Wang, Chong Chazallon, Cyrille Hornych, Pierre Braymand, Sandrine Influence of self-cementing properties on the mechanical behaviour of recycled concrete aggregates under monotonic loading |
title | Influence of self-cementing properties on the mechanical behaviour of recycled concrete aggregates under monotonic loading |
title_full | Influence of self-cementing properties on the mechanical behaviour of recycled concrete aggregates under monotonic loading |
title_fullStr | Influence of self-cementing properties on the mechanical behaviour of recycled concrete aggregates under monotonic loading |
title_full_unstemmed | Influence of self-cementing properties on the mechanical behaviour of recycled concrete aggregates under monotonic loading |
title_short | Influence of self-cementing properties on the mechanical behaviour of recycled concrete aggregates under monotonic loading |
title_sort | influence of self-cementing properties on the mechanical behaviour of recycled concrete aggregates under monotonic loading |
topic | Recycled concrete aggregate Mechanical behavior Self-cementing properties Unhydrated cement content Unbound granular material Monotonic triaxial test [SPI.GCIV]Engineering Sciences [physics]/Civil Engineering |
topic_facet | Recycled concrete aggregate Mechanical behavior Self-cementing properties Unhydrated cement content Unbound granular material Monotonic triaxial test [SPI.GCIV]Engineering Sciences [physics]/Civil Engineering |
url | https://hal.science/hal-03976195 https://doi.org/10.1016/j.conbuildmat.2022.130259 |