Settlement damage of masonry buildings in soft-ground tunnelling

Author: Boonpichetvong, M;Rots, J G

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Settlement damage of masonry buildings in soft-ground tunnelling

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Author
Boonpichetvong, M;Rots, J G
Date published
N/A
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Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Author

Boonpichetvong, M;Rots, J G

Citation

The Structural Engineer, Volume 83, Issue 1, 2005

Date published

N/A

Author

Boonpichetvong, M;Rots, J G

Citation

The Structural Engineer, Volume 83, Issue 1, 2005

Price

Standard: £10 + VAT
Members/Subscribers: Free

The application of fracture mechanics to predict the cracking damage in masonry buildings subjected to ground movement by tunnelling activity is presented in this paper. It describes the computational approach employed to capture the failure mechanism of a selected historical masonry façade. Both uncoupled and coupled soil-structure analyses are performed. Various continuum crack models are tested in largescale fracture analyses. The results indicate the need for reliable numerical techniques for large-scale fracture analysis of highly brittle material.

M. Boonpichetvong
Faculty of Architecture, Delft University of Technology, The Netherlands

J.G. Rots
Faculty of Architecture, Delft University of Technology, The Netherlands

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The Institution of Structural Engineers

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