Impact of Building Features on Damage Caused by Tunnelling-Induced Ground Movements: Back-Analyses of Experimental Tests and Coupled Simulations
Open Access
- 30 August 2026
- journal article
- research article
- Published by Taylor & Francis in International Journal of Architectural Heritage
- p. 1-21
Abstract
1. Masonry buildings are particularly vulnerable to ground-induced deformations due to their low tensile strength and consequent susceptibility to cracking (Burland and Wroth 1975; Boscardin and Co...Keywords
Funding Information
- National Recovery and Resilience Plan
- Italian Ministry of University and Research
- European Union - NextGenerationEU (CUP B53D23005430006)
- European Union - NextGenerationEU (961)
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