Journal Published Online: 15 November 2018
Volume 48, Issue 4

Experimental Study on Clay Brick Masonry Assemblies Strengthened with Basalt Textile Reinforced Mortar

CODEN: JTEVAB

Abstract

This research proposes the use of a basalt textile-reinforced mortar (TRM) system as an overlay to strengthen brick masonry. A comparison of the strength performances, namely, the compressive strength, flexural bond strength, and shear bond strength, between unreinforced brick assembly and basalt TRM–reinforced brick assembly was made. The reinforced specimens exhibited improved strength performance, in particular, the flexural bond and shear bond strengths whereby more than a two-fold increase was observed. Additionally, the coefficient of variations in the compressive and flexural bond strength of brick assemblies was reduced when reinforced with the basalt TRM.

Author Information

Ewe, Bryan
Department of Civil Engineering, Faculty of Engineering, University of Malaya, Jalan Universiti, Kuala Lumpur, Malaysia
Mo, Kim Hung
Department of Civil Engineering, Faculty of Engineering, University of Malaya, Jalan Universiti, Kuala Lumpur, Malaysia
Lee, Foo Wei
Department of Civil Engineering, Lee Kong Chian Faculty of Engineering and Science, Universiti Tunku Abdul Rahman, Kajang, Selangor, Malaysia
Yuen, Choon Wah
Centre for Transportation Research, Faculty of Engineering, University of Malaya, Jalan Universiti, Kuala Lumpur, Malaysia
Ling, Tung-Chai
Key Laboratory for Green & Advanced Civil Engineering Materials and Application Technology of Hunan Province, College of Civil Engineering, Hunan University, Yuelu District, Changsha, Hunan, China
Pages: 12
Price: $25.00
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Stock #: JTE20170792
ISSN: 0090-3973
DOI: 10.1520/JTE20170792