Compressive Strength and Modulus of Elasticity of the Ancient and Substitution Masonry Prisms

  • สุรพัศ นิธิปฏิคม ภาควิชาวิศวกรรมโยธา คณะวิศวกรรมศาสตร์ มหาวิทยาลัยเทคโนโลยีพระจอมเกล้าธนบุรี
  • Sunai Tohsirimongkol Department of Civil engineering, Faculty of Engineering, King Mongkut's University Technology of Thonburi
  • Chainarong Athisakul Department of Civil engineering, Faculty of Engineering, King Mongkut's University Technology of Thonburi
  • Weerachart Tangchirapat Department of Civil engineering, Faculty of Engineering, King Mongkut's University Technology of Thonburi
  • Sutat Leelataviwat Department of Civil engineering, Faculty of Engineering, King Mongkut's University Technology of Thonburi
  • Peerasit Mahasuwanchai Department of Civil engineering, Faculty of Engineering, King Mongkut's University Technology of Thonburi
Keywords: Ancient masonry, compressive strength, elasticity modulus, lime putty, masonry prisms

Abstract

This paper presents the experimental method for compressive strength and elasticity modulus of the ancient and substitution masonry prisms. In this study, were supported by the Department of Fine Arts prisms samples and materials. According to the Department of Fine Art guidelines and the Wat Krachee conservation project requirements, the ancient prisms were created in 2019. The substitution masonry prisms were made into two categories. First is the stack prisms without the binder. Second is the stack prisms with binder made from the slaked lime putty as specified by the Department of Fine Art guidelines. The stack prisms composed of 6 flatwise bricks having the dimension of 15x30x5 cm.
A rectangular compressometer was developed and used to investigate the elasticity modulus. The compressive strength and elasticity modulus of the ancient and substitution masonry prisms in various moisture conditions will be and discussed

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Author Biographies

Chainarong Athisakul, Department of Civil engineering, Faculty of Engineering, King Mongkut's University Technology of Thonburi

Assoc.Prof.Dr.Chainarong Athisakul

Department of Civil engineering, Faculty of Engineering, King Mongkut's University Technology of Thonburi

Weerachart Tangchirapat, Department of Civil engineering, Faculty of Engineering, King Mongkut's University Technology of Thonburi

Assoc. Prof. Dr. Weerachart Tangchirapat

Department of Civil engineering, Faculty of Engineering, King Mongkut's University Technology of Thonburi

Sutat Leelataviwat, Department of Civil engineering, Faculty of Engineering, King Mongkut's University Technology of Thonburi

Assoc.Prof.Dr. Sutat  Leelataviwat

Department of Civil engineering, Faculty of Engineering, King Mongkut's University Technology of Thonburi

cover vol26
Published
2021-06-24
How to Cite
นิธิปฏิคมส., Tohsirimongkol, S., Athisakul, C., Tangchirapat, W., Leelataviwat, S., & Mahasuwanchai, P. (2021). Compressive Strength and Modulus of Elasticity of the Ancient and Substitution Masonry Prisms. The 26th National Convention on Civil Engineering, 26, MAT-03. Retrieved from https://conference.thaince.org/index.php/ncce26/article/view/933
Issue
Vol 26 (2021): Proceeding: The 26th National Convention on Civil Engineering
Section
Construction Material Engineering

Copyright (c) 2021 The Engineering Institute of Thailand Under H.M. The King's Pratonage

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บทความทั้งหมดที่ได้รับการคัดเลือกให้นำเสนอผลงานในการประชุมวิชาการวิศวกรรมโยธาแห่งชาติ ครั้งที่ 26 นี้ เป็นลิขสิทธิ์ของ วิศวกรรมสถานแห่งประเทศไทย ในพระบรมราชูปถัมภ์

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