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Macchiarulo, V. (author), Milillo, Pietro (author), Blenkinsopp, Chris E. (author), Reale, Cormac (author), Giardina, Giorgia (author)
Worldwide, transport infrastructure is increasingly vulnerable to aging-induced deterioration and climate-related hazards. Often, inspection and maintenance costs far exceed the available resources, and numerous assets lack any rigorous structural evaluation. Space-borne synthetic aperture radar interferometry (InSAR) is a powerful remote...
journal article 2022
document
Macchiarulo, V. (author), Milillo, Pietro (author), DeJong, Matthew J. (author), González Martí, Javier (author), Sánchez, Jordi (author), Giardina, Giorgia (author)
Structural deformation monitoring is crucial for the identification of early signs of tunnelling-induced damage to adjacent structures and for the improvement of current damage assessment procedures. Satellite multi-temporal interferometric synthetic aperture radar (MT-InSAR) techniques enable measurement of building displacements over time...
journal article 2021
document
Dalgiç, K.D. (author), Hendriks, M.A.N. (author), Ilki, Alper (author), Broere, W. (author)
The current article presents a case study of the settlement response of the historic Hoca Pasha Mosque that involves uncertainties arising from the complex excavation activities, soil properties, building materials, and geometry and the presence of pre-existing cracks in the mosque’s walls. The objective is to demonstrate the added value of a...
journal article 2018
document
Pisano, F. (author), Flessati, L (author), di Prisco, C (author)
Macroelement plasticity models are being increasingly applied to study non-linear soil–foundation interaction (SFI) problems. Macroelement models are particularly appealing from a computational standpoint, as they can capture the essence of SFI by means of a few degrees of freedom. However, all the macroelement formulations available in the...
journal article 2016
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Giardina, C. (author), Hendriks, M.A.N. (author), Rots, J.G. (author)
This paper describes a new framework for the assessment of potential damage caused by tunneling-induced settlement to surface masonry buildings. Finite element models in two and three dimensions, validated through comparison with experimental results and field observations, are used to investigate the main factors governing the structural...
journal article 2015
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