Compressive and Flexural Strengths of Biomass Ash Geopolymer Mortar

Authors

  • ธาฬิณ ดีสวัสดิ์ ภาควิชาวิศวกรรมโยธา คณะวิศวกรรมศาสตร์และเทคโนโลยี มหาวิทยาลัยเทคโนโลยีราชมงคลอีสาน นครราชสีมา
  • Sermsak Tiyasangthong Department of Civil Engineering Faculty of Engineering and Technology Rajamangala University of Technology Isan Nakhon Ratchasima
  • Cherdsak Suksiripattanapong Department of Civil Engineering Faculty of Engineering and Technology Rajamangala University of Technology Isan Nakhon Ratchasima
  • Wisitsak Tabyang Department of Civil Engineering Faculty of Engineering Rajamangala University of Technology srivijaya songkhla
  • Nuntachai Chusilp Department of Civil Engineering Faculty of Engineering Rajamangala University of Technology srivijaya songkhla
  • Chuthamat Laksanakit Department of Civil Engineering Faculty of Engineering Rajamangala University of Technology srivijaya songkhla

Keywords:

Biomass ash geopolyemer, Compressive strength, Flexural strength, Sodium silicate, Sodium hydroxide

Abstract

This research studied the unit weight and compressive strength of biomass ash geopolymer mortar. Biomass ash is a byproduct of a power plant in Songkhla province. This research used the sand to biomass ash to Portland cement ratios of 50:50:0, 50:45:5, 50:40:10, 500:35:15, 50:30:20, 50:25:25 and 50:20:30, sodium silicate (Na2SiO3) to sodium hydroxide (NaOH) ratio of 70:30, and NaOH concentration of 8 molar. The unit weight and compressive strength of biomass ash geopolymer mortar sample were investigated at curing time of 7 days. The test results showed that the unit weight of biomass ash geopolymer mortar increased as cement content increased. The maximum compressive strength of the biomass ash geopolymer mortar sample was 340 ksc at the sand to biomass ash to Portland cement ratios of 50:25:25.

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Published

2022-09-05

How to Cite

[1]
ดีสวัสดิ์ ธ., S. Tiyasangthong, C. Suksiripattanapong, W. Tabyang, N. Chusilp, and C. Laksanakit, “Compressive and Flexural Strengths of Biomass Ash Geopolymer Mortar”, ncce27, vol. 27, pp. MAT44–1, Sep. 2022.

Issue

Vol. 27 (2022): The 27th National Convention on Civil Engineering

Section

Construction Material Engineering

License

บทความทั้งหมดที่ได้รับการคัดเลือกให้นำเสนอผลงานในการประชุมวิชาการวิศวกรรมโยธาแห่งชาติ ครั้งที่ 27 นี้ เป็นลิขสิทธิ์ของ วิศวกรรมสถานแห่งประเทศไทย ในพระบรมราชูปถัมภ์

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