Deficiencies and Failures of Non–Load-Bearing Masonry Walls in Riyadh
Publication: Journal of Performance of Constructed Facilities
Volume 11, Issue 2
Abstract
Fifty-four existing buildings (five to eight years old) and 54 construction sites were surveyed in Riyadh, Saudi Arabia. Different types of masonry walls were used, mainly as non–load-bearing reinforced or unreinforced and cavity walls. It was found that the causes of cracks and failures were attributed to structural changes, temperature changes, and foundation settlement deficiencies. It was also found that these failures and cracks can be minimized by adopting proper masonry design and construction. This can be accomplished by introducing movement joints, bed-joint reinforcement, adequate support and anchoring, and good artisanship and supervision.
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References
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Information
Published In
Journal of Performance of Constructed Facilities
Volume 11 • Issue 2 • May 1997
Pages: 76 - 81
Copyright
Copyright © 1997 American Society of Civil Engineers.
History
Published online: May 1, 1997
Published in print: May 1997
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