Journal article
Finite-element modelling for the assessment of tunnel-induced damage to a masonry building
- Abstract:
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The likely severity and extent of cracking damage in existing masonry buildings caused by shallow tunnelling in urban areas is typically assessed in practice using a phased sequence of calculations of increasing complexity. If initial assessments (e.g. with the building modelled as an elastic beam) suggest that damage could be significant, or for buildings with high heritage value, it may be appropriate to conduct more detailed assessments using three-dimensional (3D) numerical analysis. This...
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- Publication status:
- Published
- Peer review status:
- Peer reviewed
- Version:
- Accepted Manuscript
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- Files:
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(pdf, 8.9MB)
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- Publisher copy:
- 10.1680/jgeot.sip17.P.249
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Authors
Bibliographic Details
- Publisher:
- Thomas Telford (ICE Publishing) Publisher's website
- Journal:
- Geotechnique Journal website
- Volume:
- 67
- Issue:
- 9
- Pages:
- 780-794
- Publication date:
- 2017-07-20
- Acceptance date:
- 2017-06-14
- DOI:
- EISSN:
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1751-7656
- ISSN:
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0016-8505
- Pubs id:
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pubs:713054
- URN:
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uri:6d7932c8-bd8c-4ee9-8e82-d32b47dc7cf5
- UUID:
-
uuid:6d7932c8-bd8c-4ee9-8e82-d32b47dc7cf5
- Local pid:
- pubs:713054
- Paper number:
- 9
Item Description
Terms of use
- Copyright holder:
- Thomas Telford Ltd.
- Copyright date:
- 2017
- Notes:
-
This is the accepted manuscript version of the article. The final version is available online from ICE Publishing at: https://doi.org/10.1680/jgeot.sip17.P.249
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