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...
Main Author: | |
---|---|
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 |
---|---|
record_format |
openpolar |
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 |
_version_ |
1781697619015237632 |