[HTML][HTML] On the use of 1g physical models for ground movements and soil-structure interaction problems

M Al Heib, F Emeriault, HL Nghiem - Journal of Rock Mechanics and …, 2020 - Elsevier
The paper focusses on the use of physical modelling in ground movements (induced by
underground cavity collapse or mining/tunnelling) and associated soil-structure interaction …

Tunnel deformation prediction during construction: An explainable hybrid model considering temporal and static factors

Z Li, E Ma, J Lai, X Su - Computers & Structures, 2024 - Elsevier
This paper presents a novel hybrid model designed for predicting mountain tunnel
deformation during construction, incorporating both temporal and static factors. Utilizing a …

Coupled three-dimensional analysis of the progressive tunnelling-induced damage to masonry buildings: is it always worth it?

A Amorosi, M Sangirardi - Tunnelling and Underground Space Technology, 2021 - Elsevier
The development of urban mobility implies the construction of tunnels, often interacting with
valuable masonry structures. It is thus necessary to develop rational and reliable procedures …

Finite element modelling of tunnelling-induced displacements on framed structures

D Boldini, N Losacco, S Bertolin, A Amorosi - Tunnelling and underground …, 2018 - Elsevier
The construction of tunnels in urban areas inevitably entails the interaction with existing
structures. While the effect of tunnel excavation on masonry structures has been thoroughly …

An application of the SBAS-DInSAR technique for the assessment of structural damage in the city of Rome

S Arangio, F Calò, M Di Mauro, M Bonano… - Structure and …, 2014 - Taylor & Francis
The remote sensing technique known as Differential Synthetic Aperture Radar (SAR)
Interferometry (DInSAR) allows the detection and monitoring of ground settlements, by …

Three-dimensional probabilistic assessment of tunneling induced structural damage using Monte-Carlo method and hybrid finite element model

J Zhao, M DeJong - Computers and Geotechnics, 2023 - Elsevier
Probabilistic assessment methods can be used to estimate engineering demand parameters
under significant uncertainty, such as in the assessment of building damage due to …

Cause investigation of damages in existing building adjacent to foundation pit in construction

X Zhang, J Yang, Y Zhang, Y Gao - Engineering Failure Analysis, 2018 - Elsevier
This paper presents a case study of investigating damages in existing building adjacent to
foundation pit in construction, in which the settlement influence of adjacent building induced …

[HTML][HTML] Interaction between surface structures and tunnelling in sand: Centrifuge and computational modelling

G Giardina, MJ DeJong, RJ Mair - Tunnelling and Underground Space …, 2015 - Elsevier
Tunnelling in urban areas requires a careful estimation of the consequence of soil
settlements on existing buildings. In this paper the interaction between the excavation of a …

Numerical analysis of a masonry façade subject to tunnelling-induced settlements

G Giardina, AV Van de Graaf, MAN Hendriks… - Engineering …, 2013 - Elsevier
This paper presents a semi-coupled approach for the modelling of the response of masonry
buildings subjected to tunnelling-induced settlements. The 2D finite element model includes …

Finite-element modelling for the assessment of tunnel-induced damage to a masonry building

WN Yiu, HJ Burd, CM Martin - Géotechnique, 2017 - icevirtuallibrary.com
The likely severity and extent of cracking damage in existing masonry buildings caused by
shallow tunnelling in urban areas is typically assessed in practice using a phased sequence …