Non-Burnt Ground Oyster Shell Waste Interlocking Block

Authors

  • Tawich Klathae Department of Civil Engineering, College of Industrial Technology and Management, Rajamangala University of Technology Srivijaya.
  • Kongkit Yingchaloenkitkhajorn Department of Civil Engineering, College of Industrial Technology and Management, Rajamangala University of Technology Srivijaya.
  • Kriangsak Jantakool Department of Civil Engineering, College of Industrial Technology and Management, Rajamangala University of Technology Srivijaya.
  • Akkadath Abdulmatin Department of Civil Engineering, Faculty of Engineering, Princess of Naradhiwas University.

Keywords:

oyster shell waste, not process burning, compressive strength, water absorption, interlocking block

Abstract

This research aims to utilize ground oyster shell waste (OSW) to replace ordinary Portland cement (OPC) in interlocking blocks. OSW was used to replace OPC at 0, 10, 20, 30, 40 and 50 wt% of binder (CT, 10OSW, 20OSW, 30OSW, 40OSW and 50OSW) in interlocking blocks. The ratio of binder (OPC and OSW) to lateritic soil was 1:6 %wt. The properties of interlocking blocks such as compressive strength at 28, 90 days and water absorption capacity at 28 days were investigated. The result showed that at the age of 28 days CT interlocking blocks had compressive strength and water absorption capacity about 6.3 MPa and 79 kg/m3, respectively. At the same age, the interlocking blocks 10OSW, 20OSW, 30OSW, 40OSW and 50OSW had compressive strength about 6.3, 5.6, 5.0, 4.9, 4.8 and 4.5 MPa, respectively, while, the water absorption capacity of interlocking blocks was 79, 84, 91, 121, 148 and 155 kg/m3, respectively. At the later age of 90 days, CT interlocking blocks had compressive strength of about 8.4 MPa, while, the interlocking blocks 10OSW, 20OSW, 30OSW, 40OSW and 50OSW had compressive strength about 7.4, 6.5, 6.0, 5.9 and 5.6 MPa or 88, 77, 71, 70 and 67% of CT interlocking blocks, respectively.

Author Biographies

Tawich Klathae, Department of Civil Engineering, College of Industrial Technology and Management, Rajamangala University of Technology Srivijaya.

Department of Civil Engineering, College of Industrial Technology and Management, Rajamangala University of Technology Srivijaya, Nakhon Si Thammarat Campus, 99 Moo 4, Thong Nian, Khanom, Nakhon Si Thammarat 80210, Thailand.

Kongkit Yingchaloenkitkhajorn , Department of Civil Engineering, College of Industrial Technology and Management, Rajamangala University of Technology Srivijaya.

Department of Civil Engineering, College of Industrial Technology and Management, Rajamangala University of Technology Srivijaya, Nakhon Si Thammarat Campus, 99 Moo 4, Thong Nian, Khanom, Nakhon Si Thammarat 80210, Thailand.

Kriangsak Jantakool , Department of Civil Engineering, College of Industrial Technology and Management, Rajamangala University of Technology Srivijaya.

Department of Civil Engineering, College of Industrial Technology and Management, Rajamangala University of Technology Srivijaya, Nakhon Si Thammarat Campus, 99 Moo 4, Thong Nian, Khanom, Nakhon Si Thammarat 80210, Thailand.

Akkadath Abdulmatin, Department of Civil Engineering, Faculty of Engineering, Princess of Naradhiwas University.

Department of Civil Engineering, Faculty of Engineering, Princess of Naradhiwas University, 99 Khokian, Muang, Narathiwas 96000, Thailand.

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Published

2022-08-29

How to Cite

Klathae, T., Yingchaloenkitkhajorn , K., Jantakool , K., & Abdulmatin, A. (2022). Non-Burnt Ground Oyster Shell Waste Interlocking Block. Recent Science and Technology, 14(2), 358–371. Retrieved from https://li01.tci-thaijo.org/index.php/rmutsvrj/article/view/244733

Issue

Section

Research Article