Chapter
Nov 14, 2023

Ensuring the Durability of Masonry Cavity Wall Construction in a Changing Canadian Climate: Overview of a Transformative Industry-Driven Project at McGill University

Publication: ASCE Inspire 2023

ABSTRACT

In masonry cavity walls, the outer clay brick veneer experiences moisture/temperature-induced strains throughout its service life, while the concrete block backup, protected from temperature/moisture fluctuations by the building envelope, is prone to drying shrinkage. These long-term volume fluctuations, which may become more severe with climate change, cause differential movements between the veneer and backup and also cause distress in cavity walls and affect their durability if not properly accounted for in design. In Canada, masonry cavity wall designs rely on outdated experimental data that does not consider the interaction between mortar and masonry, while lacking substantial evidence from long-term field tests on modern structures. In this paper, preliminary results from a novel 2-step testing method for drying shrinkage on concrete masonry prisms are discussed. Future research includes moisture expansion tests on clay brick prisms, as well as mechanical tests on tie-masonry assemblies and wall-shelf angle assemblies.

Get full access to this article

View all available purchase options and get full access to this chapter.

REFERENCES

ASTM. 1999. ASTM C426-99 Test Method for Linear Drying Shrinkage of Concrete Masonry Blocks.
ASTM. 2001. ASTM C596-01 Standard Test Method for Drying Shrinkage of Mortar Containing Hydraulic Cement.
Baker, C., J. K. Marr, and R. G. Drysdale. 2004. “Capacity of Single and Double Wythe Unreinforced Concrete Block Walls.” In 13th International Brick and Block Masonry Conference. Amsterdam, The Netherlands.
Booya, E., H. Ghaednia, S. Das, and H. Pande. 2018. “Durability of Cementitious Materials Reinforced with Various Kraft Pulp Fibers.” Construction and Building Materials 191: 1191–1200. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2018.10.139.
Bremner, A., J. Brooks, J. Forth, and P. Bingel. 2001. “Irreversible Moisture Expansion of Unbonded Clay Brick Units and Brickwork Panels.” In 9th Canadian Masonry Symposium. Fredricton, New Brunswick.
Bush, E., and D. S. Lemmen. 2019. Canada’s Changing Climate Report. Ottawa, Ontario: Government of Canada.
CSA (Canadian Standards Association). 2014a. CSA A370-14 Connectors for Masonry.
CSA (Canadian Standards Association). 2014b. CSA S304-14 Design of Masonry Structures.
CSA (Canadian Standards Association). 2018. “Final Report on CSA Standards Inventory Analysis Project -.”
Das, T., A. Menun, L. Saad, A. Sparling, and D. Malomo. 2023. “Structural and Environmental Characterization of Modern Concrete Masonry for Climate Change Design Adaptation.” In Canadian Society for Civil Engineering (CSCE) Annual Conference. Moncton, New Brunswick.
Drysdale, R., and M. Khattab. 1995. “Shrinkage Characteristics of Concrete Blocks.” In 7th Canadian Masonry Symposium, 950–60. Hamilton, Ontario.
Gorospe, K., E. Booya, H. Ghaednia, and S. Das. 2019. “Effect of Various Glass Aggregates on the Shrinkage and Expansion of Cement Mortar.” Construction and Building Materials 210: 301–11. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2019.03.192.
Grimm, C. T. 2000. “Falling Brick Facades.”, 2000.
Hatzinikolas, M., J. Longworth, and J. Warwaruk. 1982. Strength and Behaviour of Metal Ties in 2-Wythe Masonry Walls.
Ismaiel, M., Y. Chen, C. Cruz-Noguez, and M. Hagel. 2022. “Thermal Resistance of Masonry Walls: A Literature Review on Influence Factors, Evaluation, and Improvement.” Journal of Building Physics 45 (4): 528–67.
Kuzik, M., A. E. Elwi, and M. A. Hatzinikolas. 1999. “Long Term Differential Movements in Masonry Cavity Walls.” In 8th North American Masonry Conference. Austin, Texas.
Kvande, T., and K. R. Lisø. 2009. “Climate Adapted Design of Masonry Structures.” Building and Environment 44 (12): 2442–50.
Lohonyai, A., Y. Korany, and N. Trovato. 2015. “Analysis of Field-Measured Reversible Deformations in Masonry Cavity Walls” 33: 13–26.
Martins, A., G. Vasconcelos, and A. Campos Costa. 2017. “Brick Masonry Veneer Walls: An Overview.” Journal of Building Engineering 9: 29–41.
Menun, A., T. Das, L. Saad, A. Sparling, and D. Malomo. 2023. “A New 2-Step Testing Method for Measuring Moisture-Induced Shrinkage of Concrete Blocks, Mortar and Masonry Assemblies.” In 14th North American Masonry Conference. Omaha, Nebraska.
Shrive, N. G., and D. Tilleman. 1995. “Creep Tests on Clay Masonry Prisms: Apparatus and Some Initial Results.” In 7th Canadian Masonry Symposium, 2:1128–39. Hamilton, Ontario.
Warren, F. J., and D. S. Lemmen. 2014. Canada in a Changing Climate: Sector Perspectives on Impacts and Adaptation. Ottawa, Ontario: Government of Canada.

Information & Authors

Information

Published In

Go to ASCE Inspire 2023
ASCE Inspire 2023
Pages: 176 - 184

History

Published online: Nov 14, 2023

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Lindsay Saad [email protected]
1Dept. of Civil Engineering, McGill Univ., Montreal, QC, Canada. Email: [email protected]
Tonushri Das [email protected]
2Dept. of Civil Engineering, McGill Univ., Montreal, QC, Canada. Email: [email protected]
Alexander Menun [email protected]
3Dept. of Civil Engineering, McGill Univ., Montreal, QC, Canada. Email: [email protected]
Justin Di Costa [email protected]
4Dept. of Civil Engineering, McGill Univ., Montreal, QC, Canada. Email: [email protected]
Moustafa El-Assaly [email protected]
5Dept. of Civil Engineering, McGill Univ., Montreal, QC, Canada. Email: [email protected]
Mohamed Hosny [email protected]
6Dept. of Civil Engineering, McGill Univ., Montreal, QC, Canada. Email: [email protected]
Adrien Sparling, Ph.D. [email protected]
P.Eng.
7Canada Masonry Design Centre, Quebec Office, Canada. Email: [email protected]
Daniele Malomo, Ph.D., M.ASCE [email protected]
8Dept. of Civil Engineering, McGill Univ., Montreal, QC, Canada. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$230.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$230.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share