Effect of elastic modulus on masonry buildings during tunnelling: a coupled centrifuge-numerical modelling study
(2024)
Presentation / Conference Contribution
Tang, C., & Marshall, A. M. (2024, October). Effect of elastic modulus on masonry buildings during tunnelling: a coupled centrifuge-numerical modelling study. Presented at 5th European Conference on Physical Modelling in Geotechnics ECPMG 2024, Delft, Netherlands
In this study, a novel coupled centrifuge-numerical modelling (CCNM) approach of shallow strip foundations developed at the University of Nottingham Centre for Geomechanics (NCG) is used to study the response of masonry building behaviour during tunn... Read More about Effect of elastic modulus on masonry buildings during tunnelling: a coupled centrifuge-numerical modelling study.