Underground constructions in soft ground may lead to settlement damage to existing buildings. In The Netherlands the situation is particularly complex, because of the combination of soft soil, fragile pile foundations and brittle, un-reinforced masonry façades. The tunnelling design process in urban areas requires a reliable risk damage assessment. In the engineering practice the current preliminary damage assessment is based on the limiting tensile strain method (LTSM) . Essentially this is an uncoupled analysis, in which the building is modelled as an elastic beam subject to imposed Greenfield settlements and the induced tensile strains are compared with a limit value for the material. The soil-structure interaction is included only as a ratio between the soil and the building stiffness . In this paper, a coupled approach is evaluated. The soil-structure interaction in terms of normal and shear behaviour is represented by interface elements and a cracking model for masonry is included. This project aims to improve the existing damage classification system for masonry buildings subjected to tunnel-induced settlement, in order to evaluate the necessity of strengthening techniques or mitigation measures.
|Title of host publication||2nd International Conference on Computational Methods in Tunnelling|
|Subtitle of host publication||EURO:TUN 2009|
|Place of Publication||Ruhr University Bochum, Germany|
|Number of pages||6|
|Publication status||Published - 2009|
- Damage assessment
- Masonry building
Giardina, G., Hendriks, M. A. N., & Rots, J. G. (2009). Computational modelling of building damage due to tunnelling. In 2nd International Conference on Computational Methods in Tunnelling: EURO:TUN 2009 (pp. 955-960).