. Allersma, Simulation of subsidence in soil layers in a geotechnical centrifuge Land Subsidence The Hague, Proceedings of the Fifth International Symposium on Land Subsidence, p.117, 1995.

D. Bachmann, Modélisation physique tridimensionnelle des mouvements gravitaires de grande ampleur en milieu rocheux, Thèse (PhD), 2006.

S. J. Boone, Assessing construction and settlementinduced building damage: a return to fundamental principles, pp.559-570, 2002.

H. J. Burd, G. Houlby, C. Augarde, and G. Liu, Modelling tunnelling-induced settlement of masonry buildings, Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, vol.36, issue.14, pp.17-29, 2000.
DOI : 10.1680/igeng.1997.29233

URL : https://community.dur.ac.uk/charles.augarde/pubs/j2.pdf

M. Bransby, M. Davies, and A. Nahas, Centrifuge modelling of normal fault???foundation interaction, Bulletin of Earthquake Engineering, vol.36, issue.1, pp.585-605, 2008.
DOI : 10.3208/sandf1972.32.4_43

R. Castro, R. Trueman, and A. Halim, A study of isolated draw zones in block caving mines by means of a large 3D physical model, International Journal of Rock Mechanics and Mining Sciences, vol.44, issue.6, pp.860-70, 2007.
DOI : 10.1016/j.ijrmms.2007.01.001

M. Caudron, F. Emeriault, and M. Heib, Contribution of the experimental and numerical modeling to the understanding of the soil-structure interaction during the event of a sinkhole, 2007.
URL : https://hal.archives-ouvertes.fr/ineris-00976197

O. Deck, Etude des conséquences des affaissements miniers sur le bâti: proposition pour une méthodologie d'évaluation de la vulnérabilité du bâti, thèse, 2002.

J. Garnier, Properties of soil samples used in centrifuge models, Proc. Physical Modelling in Geotechnics: ICPMG, pp.5-19, 2002.

G. Giardina, A. Marini, M. Hendriks, R. J. Rizzardini, and F. , Experimental analysis of a masonry façade subject to tunneling-induced settlement, Engineering Structures, pp.45-421, 2012.

B. Hor, M. Caudron, A. Heib, M. Laefer, D. F. Erkal et al., Experimental analysis of the impact of ground movements on surface structure. Pan-America conference on soil mechanics and geotechnical engineering Theoretical solutions for strength-scaled unreinforced masonry for soil-structure experimentations, Journal. Of testing and Evaluation, vol.38, issue.4, pp.449-457, 2010.
URL : https://hal.archives-ouvertes.fr/ineris-00970898

H. Man-chao, L. Wei-li, Z. De-jian, and . Hui-ming, Physical modeling of failure process of the excavation in horizontal strata based on IR thermography, Mining Science and Technology, vol.19, pp.689-0698, 2009.

R. Mair, Tunneling in urban areas and effects on infrastructures Advances in research and practice, pp.978-980, 2011.

D. Potts and T. Addenbrook, A STRUCTURE'S INFLUENCE ON TUNNELLING-INDUCED GROUND MOVEMENTS., Proc. Inst. Civ, 1997.
DOI : 10.1680/igeng.1997.29233

. Eng, . Geotech, and . Eng, , pp.109-125

D. White, W. Take, and M. Bolton, Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry, G??otechnique, vol.58, issue.7, pp.619-631, 2003.
DOI : 10.1520/GTJ10318J