Abstract

Rigid polyurethane foam (RPUF) is a lightweight material similar to expanded polystyrene foam but which has undergone a safer manufacturing process, for instance without flammable gases such as butane (C4H10) or pentane (C5H12). RPUF is manufactured from the combination of polyol (P) and diisocyanate (D) and can be used as lightweight and load-bearing materials for pavement applications. This research studied the influence of P content, polyol to diisocyanate ratio (p/d ratio), and mixing temperature of P and D on the compressive strength and microstructure of RPUF. For a particular P content, the increase in mixing temperature and the reduced p/d ratio resulted in a large amount of small-sized cells with high cell-contact pressure. The sufficient cell-contact pressure increased the compressive strength of RPUF and toughness, and extremely large cell-contact pressure caused the cell damage and the reduction in strength and toughness. At low P content, both an elevated mixing temperature to 40°C and reduced p/d ratio improved compressive strength of RPUF. However, at a high P content, the elevated mixing temperature resulted in cell damage, and the ambient mixing temperature of 25°C is recommended. To meet the upper limit of 0.12-MPa compressive strength at 1% strain for geofoam according to current standards the 40°C mixing temperature and p/d ratio of 1.0 are suggested for P content of 23 and 28  kg/m3, and the ambient mixing temperature and p/d ratio of 0.8 are suggested for P content of 34  kg/m3.

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Data Availability Statement

Some or all data, models, or code that support the finding of this study are available from the corresponding author upon reasonable request. All data shown in figures and tables can be provided on request.

Acknowledgments

The first author appreciate Uttaradit Rajabhat University (URU) for his Ph.D. study scholarship. The authors appreciate the Tesla Engineering Co., Ltd. and S Class Engineer, Co., Ltd. for supplying polyol and isocyanate and financial supports for this research.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 12December 2023

History

Received: Dec 17, 2022
Accepted: May 5, 2023
Published online: Sep 28, 2023
Published in print: Dec 1, 2023
Discussion open until: Feb 28, 2024

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Aroondet Boonsung [email protected]
Ph.D. Scholar, Graduate Program in Civil Engineering and Construction Management, Suranaree Univ. of Technology, Nakhon Ratchasima 30000, Thailand. Email: [email protected]
Professor, School of Civil Engineering, Suranaree Univ. of Technology, Nakhon Ratchasima 30000, Thailand; Director, Center of Excellence in Innovation for Sustainable Infrastructure Development, Suranaree Univ. of Technology, Nakhon Ratchasima 30000, Thailand; Associate Fellow, Academy of Science, Royal Society of Thailand, Bangkok 10300, Thailand (corresponding author). ORCID: https://orcid.org/0000-0003-1965-8972. Email: [email protected]
Atthapan Pathompongpairoj [email protected]
Manager, Tesla Engineering Co. Ltd., 1 Soi. Anamai-ngamjaroen 14, Takham, Bangkuntean, Bangkok 10150, Thailand. Email: [email protected]
Apiwich Sawatwutichaikul [email protected]
Managing Director, Tesla Engineering Co. Ltd., 1 Soi. Anamai-ngamjaroen 14, Takham, Bangkuntean, Bangkok 10150, Thailand. Email: [email protected]
Punvalai Choenklang, Ph.D. [email protected]
Managing Director, S Class Engineer Co. Ltd., 52/200, Moo 2, Nakhon Ratchasima 30000, Thailand. Email: [email protected]
Professor, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, Melbourne, VIC 3122, Australia. ORCID: https://orcid.org/0000-0003-1512-9803. Email: [email protected]

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