Effect of different expanded aggregates on durability-related characteristics of lightweight aggregate concrete

Sang Yeop Chung, Pawel Sikora, Dong Joo Kim, Mohamed E. El Madawy, Mohamed Abd Elrahman

Research output: Contribution to journalArticlepeer-review

Abstract

Lightweight aggregate concrete (LWAC) has relatively larger porosity than conventional concrete, mainly due to the incorporation of porous lightweight aggregates. The types of used lightweight aggregates are critical in determining the physical properties of LWAC, and it is therefore important to examine their effects on the durable characteristics of the material. To perform comparative analysis, the concrete mixture designs with two theoretical density classes were developed. The mixture composition for each class was constant and the only variable parameter was the type of the used lightweight aggregates-expanded glass (Liaver®), expanded clay (Liapor®), and foam glass (Ecoglas®). Accordingly, their pore characteristics and durability-related properties, such as sorptivity, open water porosity, and water penetration depth, were examined. To understand these phenomena, the permeable characteristic, tortuosity, was also calculated using a numerical approach incorporating X-ray micro-computed tomography. The examined results confirm that the durability characteristics of LWAC are strongly affected by the used aggregate types and are highly correlated with their pore structures. In terms of permeable characteristics, expanded glass is the most beneficial material among the used particles, and the systematic approach in this study can be used to examine the durability characteristic of LWAC.

Original languageEnglish
Article number110907
JournalMaterials Characterization
Volume173
DOIs
Publication statusPublished - 2021 Mar

Bibliographical note

Funding Information:
The project was supported by the Korea Agency for Infrastructure Technology Advancement (KAIA) grant funded by the Ministry of Land, Infrastructure and Transport (Grant 20NANO-B156177-01 ) and by KOREA HYDRO & NUCLEAR POWER CO., LTD (No . 2019-TECH-01 ). The authors would like to thank the German Academy of Exchange Services (DAAD), as well as the Egyptian Science and Technology Development Fund (STDF) through the GE-Seed funding program.

Funding Information:
This project received funding from the European Union's Horizon 2020 research and innovation program , under the Marie Skłodowska-Curie grant agreement No. 841592 .

Funding Information:
This project received funding from the European Union's Horizon 2020 research and innovation program, under the Marie Skłodowska-Curie grant agreement No. 841592.The project was supported by the Korea Agency for Infrastructure Technology Advancement (KAIA) grant funded by the Ministry of Land, Infrastructure and Transport (Grant 20NANO-B156177-01) and by KOREA HYDRO & NUCLEAR POWER CO. LTD (No. 2019-TECH-01). The authors would like to thank the German Academy of Exchange Services (DAAD), as well as the Egyptian Science and Technology Development Fund (STDF) through the GE-Seed funding program.

Publisher Copyright:
© 2021 Elsevier Inc.

All Science Journal Classification (ASJC) codes

  • Materials Science(all)
  • Condensed Matter Physics
  • Mechanics of Materials
  • Mechanical Engineering

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