Chapter
Nov 2, 2022

Hidden from View: Investigating Masonry Veneer Anchorage

Publication: Forensic Engineering 2022

ABSTRACT

Deficiencies in masonry veneer attachment can result in sudden or premature failures. Such failures can result in safety hazards due to falling veneer, especially in areas where the veneer is overhead adjacent to common walkways or locations of ingress/egress. However, the veneer attachment is not typically visible and, therefore, attachment issues, whether they are from defects in the original veneer installation or related to deterioration over time, may not be readily apparent until a failure has occurred. This presents a challenge in the investigation of veneer attachment. Also, this paper addresses anchored masonry veneers, such as brick and natural stone, and discusses investigation methods varying from non-destructive evaluation to minimally destructive observation to localized veneer removal. Non-destructive determination of anchorage locations can be used to identify as-built deficiencies and to highlight areas for further (destructive) testing and detailed observation. Case studies which establish the validity of non-destructive wall tie location and give examples of the evaluation of deteriorated anchorages (i.e., wall tie corrosion) are presented.

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REFERENCES

BIA (The Brick Industry Association). 2003. “Technical Notes 44B – Wall Ties for Brick Masonry,”. BIA: Reston, VA.

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Go to Forensic Engineering 2022
Forensic Engineering 2022
Pages: 121 - 133

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Published online: Nov 2, 2022

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Stewart M. Verhulst, M.ASCE [email protected]
P.E.
1Vice President and Executive Technical Director, Nelson Forensics, Austin, TX. Email: [email protected]
J. Daniel Bosley, M.ASCE [email protected]
P.E.
2Regional Manager, Nelson Forensics, Austin, TX. Email: [email protected]
Alan Pettingale
3President and Restoration Consultant, Specialized Masonry Restoration, Melissa, TX

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