Publication: Strength enhancement of interlocking hollow brick masonry walls with low-cost mortar and wire mesh
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Issued Date
2021
Resource Type
Language
eng
File Type
application/pdf
ISSN
24123811
Other identifier(s)
2-s2.0-85121288108
Rights Holder(s)
มหาวิทยาลัยศรีนครินทรวิโรฒ
Bibliographic Citation
Infrastructures. Vol 6, No.12 (2021)
Suggested Citation
Joyklad P., Ali N., Rashid M.U., Hussain Q., Magbool H.M., Elnemr A., Chaiyasarn K. Strength enhancement of interlocking hollow brick masonry walls with low-cost mortar and wire mesh. Infrastructures. Vol 6, No.12 (2021). doi:10.3390/infrastructures6120166 Retrieved from: https://hdl.handle.net/20.500.14740/5630
Abstract
Cement–clay Interlocking Hollow Brick Masonry (CCIHBM) walls are characterized by poor mechanical properties of bricks and mortar. Their performance is observed to be unsatisfactory under both gravity and seismic loads. There is an urgent need to develop sustainable, environmentally friendly, and low-cost strengthening materials to alter the structural behaviour of brick masonry walls in terms of strength and ductility. The results of an experimental investigation conducted on the diagonal compressive response of CCIHBM walls are presented in this study. In this experimental study, a total of six CCIHBM walls were constructed using cement–clay interlocking hollow bricks. One was tested as a control or reference wall, whereas the remaining walls were strengthened using cement mortar. In some walls, the cement mortar was also combined with the wire mesh. The research parameters included the type of Ordinary Portland Cement (OPC) (Type 1 and Type 2), thickness of cement mortar (10 mm and 20 mm), and layers of wire mesh (one and three layers). The experimental results indicate that control or unstrengthened CCIHBM walls failed in a very brittle manner at a very low ultimate load and deformation. The control CCIHBM wall, i.e., W-CON, failed at an ultimate load of 247 kN, and corresponding deflection was 1.8 mm. The strength and ductility of cement mortar and wire mesh-strengthened walls were found to be higher than the reference CCIHBM wall. For example, the ultimate load and deformation of cement-mortar-strengthened wall were found to be 143% and 233% higher than the control wall, respectively. Additionally, the ultimate failure modes of cement mortar and wire mesh strengthened were observed as ductile as compared to the brittle failure of reference wall or unstrengthened CCIHBM wall, which increased by 66% and 150% as compared with the control wall. © 2021 by the authors. Licensee MDPI, Basel, Switzerland.