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 …

Control of directional long borehole on gas drainage and optimal design: Case study

Q Zhang, E Wang, Z Li, H Wang, Z Xue - Journal of Natural Gas Science …, 2022 - Elsevier
Abstract The Directional Long Borehole (DLB) technique, which has the benefits of low
construction costs and high drainage efficiency, will be extensively used in future mining …

Ductility-based incremental analysis of curved masonry structures

F Fabbrocino, G Ramaglia, GP Lignola… - Engineering Failure …, 2019 - Elsevier
In many engineering applications the limit analysis theorems can be used to estimate the
ultimate capacity of several structures. However, the limit analysis can be applied on …

Experiments in tunnel-soil-structure interaction

S Ritter - 2018 - repository.cam.ac.uk
Urbanisation will require significant expansion of underground infrastructure, which results
in unavoidable ground displacements that affect the built environment. Predicting the …

Simplified probabilistic evaluation of the variability of soil-structure interaction parameters on the elastic transmission of ground movements

E El Kahi, O Deck, M Khouri, R Mehdizadeh… - Engineering …, 2020 - Elsevier
An efficient probabilistic approach is presented to consider the uncertainty related to the
evaluation of the transmission of ground movements to structures considering the influence …

Deterministic and probabilistic analyses of the 3D response of masonry buildings to imposed settlement troughs

S Ferlisi, G Nicodemo, D Peduto… - … and Management of …, 2020 - Taylor & Francis
This paper shows the results of a numerical analysis carried out using the equivalent frame
method, which aimed to investigate the three-dimensional behaviour of masonry buildings …

Discrete rigid block analysis to assess settlement induced damage in unreinforced masonry façades

R Ehresman, N Taylor, B Pulatsu, E Erdogmus - CivilEng, 2021 - mdpi.com
In this study, a system of discontinuous rigid blocks is employed to simulate the possible
damage mechanisms in unreinforced masonry (URM) façades and load-bearing frame …

Seismic scenario of Algiers City: Case study of strengthened Masonry buildings

N Yousfi, M Bensaibi, N Guessoum… - Structural Engineering …, 2022 - Taylor & Francis
Strengthened masonry buildings are one of the most common types of old structure usually
located in the ancient Algerian urban nuclei. The present study focused on common …

Influence of geometrical uncertainties of analytical modelling on the evaluation of building deflections induced by ground movements

E El Kahi, O Deck, M Khouri… - European Journal of …, 2023 - Taylor & Francis
The objective of this paper is to investigate the influence of various geometrical uncertainties
of analytical modelling affecting the evaluation of building deflections induced by tunnelling …

Étude de l'influence de la plasticité du sol sur la transmission des mouvements du sol affectant l'interaction sol-structure

E El Kahi, O Deck, M Khouri… - Revue Française …, 2018 - geotechnique-journal.org
De nombreux bâtiments peuvent être endommagés par des mouvements de terrain
associés à des excavations souterraines, des tunnels, des mines ou des excavations en …