Stability of Multi-Wythe Historic Stone Masonry Walls ...

The Prince of Wales Fort was constructed in the 18th century in Churchill, Manitoba, in the Vauban style, being the most northerly construction of its kind, and intended to secure the fur trade in northern Canada for the British. The perimeter walls consist of two wythes of cut ashlars and a rubble...

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Main Author: Isfeld, Andrea
Format: Article in Journal/Newspaper
Language:English
Published: Graduate Studies 2016
Subjects:
Online Access:https://dx.doi.org/10.11575/prism/27864
https://prism.ucalgary.ca/handle/11023/2770
id ftdatacite:10.11575/prism/27864
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spelling ftdatacite:10.11575/prism/27864 2023-11-05T03:41:17+01:00 Stability of Multi-Wythe Historic Stone Masonry Walls ... Isfeld, Andrea 2016 https://dx.doi.org/10.11575/prism/27864 https://prism.ucalgary.ca/handle/11023/2770 en eng Graduate Studies University of Calgary graduate students retain copyright ownership and moral rights for their thesis. You may use this material in any way that is permitted by the Copyright Act or through licensing that has been assigned to the document. For uses that are not allowable under copyright legislation or licensing, you are required to seek permission. Engineering--Civil Materials Science Masonry Heritage Structures Discrete Element Modelling Finite Element Modelling Structures article doctoral thesis CreativeWork Other 2016 ftdatacite https://doi.org/10.11575/prism/27864 2023-10-09T10:52:07Z The Prince of Wales Fort was constructed in the 18th century in Churchill, Manitoba, in the Vauban style, being the most northerly construction of its kind, and intended to secure the fur trade in northern Canada for the British. The perimeter walls consist of two wythes of cut ashlars and a rubble core. Annual maintenance has become necessary to maintain this fort as a heritage structure with the rate of deterioration accelerating in the last decade, requiring the initiation of a large restoration project. This project involves rebuilding of damaged wall sections. During the course of the work, sections of wall thought to be in good condition were found to be undergoing significant displacements and were added to the project scope. Subsequently a more thorough understanding of the causes of failure was desired so work could be done to prevent further problem areas. To test the hypothesis that failure was initiated by degradation of the mortar within the walls, micro-modelling using both the Discrete (DEM) ... Article in Journal/Newspaper Churchill DataCite Metadata Store (German National Library of Science and Technology)
institution Open Polar
collection DataCite Metadata Store (German National Library of Science and Technology)
op_collection_id ftdatacite
language English
topic Engineering--Civil
Materials Science
Masonry
Heritage Structures
Discrete Element Modelling
Finite Element Modelling
Structures
spellingShingle Engineering--Civil
Materials Science
Masonry
Heritage Structures
Discrete Element Modelling
Finite Element Modelling
Structures
Isfeld, Andrea
Stability of Multi-Wythe Historic Stone Masonry Walls ...
topic_facet Engineering--Civil
Materials Science
Masonry
Heritage Structures
Discrete Element Modelling
Finite Element Modelling
Structures
description The Prince of Wales Fort was constructed in the 18th century in Churchill, Manitoba, in the Vauban style, being the most northerly construction of its kind, and intended to secure the fur trade in northern Canada for the British. The perimeter walls consist of two wythes of cut ashlars and a rubble core. Annual maintenance has become necessary to maintain this fort as a heritage structure with the rate of deterioration accelerating in the last decade, requiring the initiation of a large restoration project. This project involves rebuilding of damaged wall sections. During the course of the work, sections of wall thought to be in good condition were found to be undergoing significant displacements and were added to the project scope. Subsequently a more thorough understanding of the causes of failure was desired so work could be done to prevent further problem areas. To test the hypothesis that failure was initiated by degradation of the mortar within the walls, micro-modelling using both the Discrete (DEM) ...
format Article in Journal/Newspaper
author Isfeld, Andrea
author_facet Isfeld, Andrea
author_sort Isfeld, Andrea
title Stability of Multi-Wythe Historic Stone Masonry Walls ...
title_short Stability of Multi-Wythe Historic Stone Masonry Walls ...
title_full Stability of Multi-Wythe Historic Stone Masonry Walls ...
title_fullStr Stability of Multi-Wythe Historic Stone Masonry Walls ...
title_full_unstemmed Stability of Multi-Wythe Historic Stone Masonry Walls ...
title_sort stability of multi-wythe historic stone masonry walls ...
publisher Graduate Studies
publishDate 2016
url https://dx.doi.org/10.11575/prism/27864
https://prism.ucalgary.ca/handle/11023/2770
genre Churchill
genre_facet Churchill
op_rights University of Calgary graduate students retain copyright ownership and moral rights for their thesis. You may use this material in any way that is permitted by the Copyright Act or through licensing that has been assigned to the document. For uses that are not allowable under copyright legislation or licensing, you are required to seek permission.
op_doi https://doi.org/10.11575/prism/27864
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