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Properties and Microstructures of Crushed Rock Based-Alkaline Activated Material for Roadway Applications
The worldwide demand for roads to serve global economic growth has led to the increasing popularity of road improvement using cement. This, in turn, has led to increased demand for cement and the associated problem of CO(2) emissions. Alkaline-activated materials (AAMs) could be an alternative binde...
Autores principales: | , , , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2022
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9103002/ https://www.ncbi.nlm.nih.gov/pubmed/35591516 http://dx.doi.org/10.3390/ma15093181 |
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author | Suwan, Teewara Jitsangiam, Peerapong Thongchua, Hemwadee Rattanasak, Ubolluk Bualuang, Thanon Maichin, Phattharachai |
author_facet | Suwan, Teewara Jitsangiam, Peerapong Thongchua, Hemwadee Rattanasak, Ubolluk Bualuang, Thanon Maichin, Phattharachai |
author_sort | Suwan, Teewara |
collection | PubMed |
description | The worldwide demand for roads to serve global economic growth has led to the increasing popularity of road improvement using cement. This, in turn, has led to increased demand for cement and the associated problem of CO(2) emissions. Alkaline-activated materials (AAMs) could be an alternative binder for relatively low strength construction and rehabilitation as a cement replacement material. Compared to other applications, the lower strength requirements of road construction materials could ease any difficulties with AAM production. In this study, crushed rock (CR) was used as a prime raw material. The mechanisms and microstructures of the hardened AAM were investigated along with its mechanical properties. The results showed that CR-based AAM with an optimum mixture of 5 M of NaOH concentration, an SS/SH ratio of 1.00, and a liquid alkaline-to-binder (L/B) ratio of 0.5 could be used for roadway applications. At this ratio, the paste samples cured at room temperature (26 ± 3 °C) had an early compressive strength (3 days-age) of 3.82 MPa, while the paste samples cured at 60 °C had an early compressive strength of 6.45 MPa. The targeted strength results were able to be applied to a cement-treated base (CTB) for pavement and roadway applications (2.1 to 5.5 MPa). |
format | Online Article Text |
id | pubmed-9103002 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2022 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-91030022022-05-14 Properties and Microstructures of Crushed Rock Based-Alkaline Activated Material for Roadway Applications Suwan, Teewara Jitsangiam, Peerapong Thongchua, Hemwadee Rattanasak, Ubolluk Bualuang, Thanon Maichin, Phattharachai Materials (Basel) Article The worldwide demand for roads to serve global economic growth has led to the increasing popularity of road improvement using cement. This, in turn, has led to increased demand for cement and the associated problem of CO(2) emissions. Alkaline-activated materials (AAMs) could be an alternative binder for relatively low strength construction and rehabilitation as a cement replacement material. Compared to other applications, the lower strength requirements of road construction materials could ease any difficulties with AAM production. In this study, crushed rock (CR) was used as a prime raw material. The mechanisms and microstructures of the hardened AAM were investigated along with its mechanical properties. The results showed that CR-based AAM with an optimum mixture of 5 M of NaOH concentration, an SS/SH ratio of 1.00, and a liquid alkaline-to-binder (L/B) ratio of 0.5 could be used for roadway applications. At this ratio, the paste samples cured at room temperature (26 ± 3 °C) had an early compressive strength (3 days-age) of 3.82 MPa, while the paste samples cured at 60 °C had an early compressive strength of 6.45 MPa. The targeted strength results were able to be applied to a cement-treated base (CTB) for pavement and roadway applications (2.1 to 5.5 MPa). MDPI 2022-04-28 /pmc/articles/PMC9103002/ /pubmed/35591516 http://dx.doi.org/10.3390/ma15093181 Text en © 2022 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). |
spellingShingle | Article Suwan, Teewara Jitsangiam, Peerapong Thongchua, Hemwadee Rattanasak, Ubolluk Bualuang, Thanon Maichin, Phattharachai Properties and Microstructures of Crushed Rock Based-Alkaline Activated Material for Roadway Applications |
title | Properties and Microstructures of Crushed Rock Based-Alkaline Activated Material for Roadway Applications |
title_full | Properties and Microstructures of Crushed Rock Based-Alkaline Activated Material for Roadway Applications |
title_fullStr | Properties and Microstructures of Crushed Rock Based-Alkaline Activated Material for Roadway Applications |
title_full_unstemmed | Properties and Microstructures of Crushed Rock Based-Alkaline Activated Material for Roadway Applications |
title_short | Properties and Microstructures of Crushed Rock Based-Alkaline Activated Material for Roadway Applications |
title_sort | properties and microstructures of crushed rock based-alkaline activated material for roadway applications |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9103002/ https://www.ncbi.nlm.nih.gov/pubmed/35591516 http://dx.doi.org/10.3390/ma15093181 |
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