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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
Version:
Accepted Manuscript

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

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Department:
Oxford, MPLS, Engineering Science
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Department:
Brasenose College
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Department:
Oxford, MPLS, Engineering Science
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
Pubs id:
pubs:713054
URN:
uri:6d7932c8-bd8c-4ee9-8e82-d32b47dc7cf5
UUID:
uuid:6d7932c8-bd8c-4ee9-8e82-d32b47dc7cf5
Local pid:
pubs:713054

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