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Manufacturing, assembly, and testing of scaled, historic masonry for one-gravity, pseudo-static, soil-structure experiments
Date Issued
2011-12
Date Available
2011-12-12T12:21:22Z
Abstract
In many model-scale experiments, geometric scaling is upheld but kinematic and/or dynamic similitude is not because of the difficulty in manufacturing and assembling small models. This paper describes scaling, manufacturing, assembly, and testing of 1/10th scaled historic masonry materials for one-gravity, pseudo-static, soil-structure testing. Prototype selection, manufacturing limitations, constructibility constraints, and testing decisions are presented, alongside details related to model construction. Compressive, tensile, and shear capacities of one-tenth scale prototype values, as well as failure mechanisms, were achieved by adopting traditional brick extrusion and firing methods, in conjunction with modifying mortar products developed for historic restoration. When scaled-masonry structures were subjected to adjacent excavation, damage levels and patterns and levels were consistent with full-scale, field observations.
Sponsorship
Science Foundation Ireland
Other Sponsorship
National Science Foundation
Type of Material
Journal Article
Publisher
Elsevier
Journal
Construction and Building Materials
Volume
25
Issue
12
Start Page
4362
End Page
4373
Copyright (Published Version)
2011 Elsevier Ltd.
Subject – LCSH
Masonry--Testing
Historic buildings--Conservation and restoration
Mortar--Testing
Soil structure
Soils--Testing
Language
English
Status of Item
Peer reviewed
ISSN
0950-0618
This item is made available under a Creative Commons License
File(s)
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Name
open repository version.pdf
Size
7.83 MB
Format
Adobe PDF
Checksum (MD5)
f6d0bd1cb986a78d840228512c75e07f
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