On the use of 1g physical models for ground movements and soil-structure interaction problems
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 …
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
This paper presents a novel hybrid model designed for predicting mountain tunnel
deformation during construction, incorporating both temporal and static factors. Utilizing a …
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?
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 …
valuable masonry structures. It is thus necessary to develop rational and reliable procedures …
Finite element modelling of tunnelling-induced displacements on framed structures
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 …
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
The remote sensing technique known as Differential Synthetic Aperture Radar (SAR)
Interferometry (DInSAR) allows the detection and monitoring of ground settlements, by …
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
Probabilistic assessment methods can be used to estimate engineering demand parameters
under significant uncertainty, such as in the assessment of building damage due to …
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 …
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
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 …
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
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 …
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
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 …
shallow tunnelling in urban areas is typically assessed in practice using a phased sequence …