Safat Al-Deen

Senior Lecturer

UNSW@ADFA
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Australia

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Dr. Safat Al-Deen is a Senior Lecturer at UNSW@ADFA in Australia. His research focuses on sustainable construction materials, including low carbon concrete, foam concrete, and rubberized geopolymer concrete. He has published extensively on topics such as the economic and environmental benefits of alternative concrete materials and the structural health assessment of concrete infrastructures. Dr. Al-Deen's work contributes significantly to the advancement of innovative practices in the field of civil engineering.

Articles (14)

Advancing Sustainable Construction Materials: Wood, Rubber, and Cenospheres Geopolymer Masonry Units Development

As the environmental impact of modern society continues to escalate, the construction industry actively pursues environmentally friendly materials to revolutionize its practices. Recycling, especially repurposing end-of-service materials and industrial wastes, emerges as a pivotal strategy offering a promising path towards sustainable construction. This study focuses on the innovative reuse of end-of-service wood, crumb rubber, and cenosphere with geopolymer binder to produce sustainable alternatives to masonry units. The study was conducted in two stages. In the first stage, cube samples were produced and tested to establish an optimal mix design. Results indicated that as the relative volume of waste increased, the compressive strength decreased. The compressive strength of the wood geopolymer composite decreased from 25 MPa to 4 MPa as the wood-to-binder ratio increased from 0.1 to 0.5. An increasing trend was observed for density with the increase of the rubber-to-wood ratio. The compressive strength also increased with the increase of the rubber-to-wood ratio for most of the investigated ranges. As fly ash is gradually replaced by cenospheres, a significant decrease in compressive strength was noted, about 70% and 80% for wood-to-binder (ratios of 0.2 and 0.3, respectively). In the second stage, three distinct types of masonry units were produced and tested based on the optimized mix design. The compressive strength results indicated promising performance, with wood-geopolymer masonry units exhibiting a strength of 8.39 MPa, wood-rubber-geopolymer masonry units achieving 8.32 MPa, and wood-cenosphere-geopolymer masonry units resulting in 7.33 MPa. While these values fell below the target 10 MPa, it is noteworthy that wood-geopolymer masonry units and wood-rubber-geopolymer masonry units met the minimum compressive strength requirements of some standards and demonstrated significantly better ductility compared to traditional masonry units. The results showcase significant promise in the viability and performance of these innovative masonry units.

Year:

2024

Collaborators (10)

Biruk Hailu Tekle

Lecturer

Federation University

AUSTRALIA

Charles L. Webster

University of New South Wales

AUSTRALIA

Chi King Lee

Professor

UNSW@ADFA

AUSTRALIA

Takeshi MIYASHITA

Associate Professor

Nagaoka University of Technology

JAPAN

Bre-Anne Sainsbury

Professor (Geomechanics)

Deakin University

AUSTRALIA

Mahmud Ashraf

Professor of Structural Engineering

Deakin University - Geelong Waterfront Campus

AUSTRALIA

Md Niamul Islam

Assistant Professor

Tokyo Insitute of Technology

JAPAN

Mahbube Subhani

Deakin University

AUSTRALIA

Estela Garcez

Lecturer in Civil Engineering

Deakin University - Geelong Campus at Waurn Ponds

AUSTRALIA

Atsuhiro Takasu

National Institute of Informatics

JAPAN
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