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Finite-element modelling for the assessment of tunnel-induced damage to a masonry building

Abstract:

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

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Publisher copy:
10.1680/jgeot.sip17.P.249

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Institution:
University of Oxford
Division:
MPLS
Department:
Engineering Science
Role:
Author
More by this author
Institution:
University of Oxford
Oxford college:
Brasenose College
Role:
Author
More by this author
Institution:
University of Oxford
Division:
MPLS
Department:
Engineering Science
Role:
Author
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:
1751-7656
ISSN:
0016-8505
Source identifiers:
713054
Keywords:
Pubs id:
pubs:713054
UUID:
uuid:6d7932c8-bd8c-4ee9-8e82-d32b47dc7cf5
Local pid:
pubs:713054
Deposit date:
2017-08-09

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