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Cet article a une note : [https://doi.org/10.1051/geotech/2021009]


Numéro
Rev. Fr. Geotech.
Numéro 156, 2018
Numéro d'article 4
Nombre de pages 9
DOI https://doi.org/10.1051/geotech/2019005
Publié en ligne 29 mai 2019
  • Aissaoui K. 1999. Amélioration de la prévision des affaissements dans les mines à l’aide des approches empiriques, numériques et analytiques. PhD Thesis, INPL. [Google Scholar]
  • Basmaji B, Deck O, Heib M. 2017. Analytical model to predict building deflections induced by ground movements. Eur J Environ Civ Eng 10: 1–23. [Google Scholar]
  • Boscardin M, Cording E. 1989. Building response to excavation‐induced settlement. J Geotech Eng 115: 1–21. [Google Scholar]
  • Deck O. 2002. Étude des conséquences des affaissements miniers sur le bâti. PhD Thesis, École des Mines Nancy. [Google Scholar]
  • Deck O, Singh A. 2010. Analytical model for the prediction of building deflections induced by ground movements. Int J Numer Anal Methods Geomech 36: 62–84. [CrossRef] [Google Scholar]
  • ElKahi E, Khouri M, Deck O, Rahme P, Mehdizadeh R. 2018. Studying the influence of uncertainties on the transmission of ground movements affecting the soil-structure interaction. 10e journées Fiabilité des Matériaux et des Structures, Bordeaux. [Google Scholar]
  • Farrell RP, Mair RJ. 2011. Centrifuge modelling of the response of buildings to tunnelling. Proceedings of the Seventh International Symposium on Geotechnical Aspects of Underground Construction in Soft Clay, Rome, Vol. 2, pp. 549–554. [Google Scholar]
  • Franzius JN, Potts DM, Addenbrooke TI, Burland JB. 2004. The influence of building weight on tunnelling-induced ground and building deformation. Soils Found 159: 3–17. [Google Scholar]
  • Goh K, Mair R. 2011. Building damage assessment for deep excavations in Singapore and the influence of building stiffness. Geotech Eng 42: 1–12. [Google Scholar]
  • Haji K, Marshall A, Franza A. 2018. Mixed empirical-numerical method for investigating tunneling effects on structures. Undergr Space Technol 73: 92–104. [CrossRef] [Google Scholar]
  • Hassoun M, Villard P, Alheib M, Emeriault F. 2018. Soil reinforcement with geosynthetic for localized subsidence problems: Experimental and analytical analysis. Int J Geomech 18(10): 04018133. DOI: 10.1061/(asce)gm.1943-5622.0001265. [CrossRef] [Google Scholar]
  • Imanzadeh S. 2013. Effects of uncertainties and spatial variation of soil and structure properties on geotechnical design. Cases of continuous spread footings and buried pipes. PhD. Thesis, Université Bordeaux. [Google Scholar]
  • Mair R. 2013. Tunneling and deep excavations: Ground movements and their effects. Proceedings of 15th European Conference on Soil Mechanics and Geotechnical Engineering Geotechnics of Hard Soils – weak rocks, Vol. 4, pp. 39–70. [Google Scholar]
  • Peck RB. 1969. Deep excavations and tunnels in soft ground. Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, Mexico City, State of the Art Volume, pp. 225–290. [Google Scholar]
  • Potts D, Addenbrooke T. 1997. A structure’s influence on tunneling-induced ground movements. Proc Inst Civ EngGeotech Eng 125: 109–125. [Google Scholar]
  • Ricceri G, Soranzo M. 1985. An analysis on allowable settlements of structures. Riv Ital Geotech 4: 177–188. [Google Scholar]
  • Serhal J, Deck O, Al Heib M, Hage Chehade F, Abdel Massih D. 2016. Damage of masonry structures relative to their properties: Development of ground movement fragility curves. Eng Struct 113: 206–219. [CrossRef] [Google Scholar]
  • Shahin M, Jaksa M, Maier H. 2001. Artificial neural network applications in geotechnical engineering. Aust Geomech 36: 49–62. [Google Scholar]

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