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Review Articles

Analytical model to predict building deflections induced by ground movements

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Pages 409-431 | Received 19 Feb 2016, Accepted 10 Jan 2017, Published online: 10 Feb 2017

References

  • Abdallah, M. (2009). Vulnérabilité des ouvrages en maçonnerie à des mouvements de terrain: méthodologie d’analyse par méthodes statistiques et par plans d’expériences numériques sur les données de la ville de Joeuf [Vulnerability of masonry structures to terrain movements: Methodology of analysis by statistical methods and plans of numerical experiments on the data of the Joeuf Town] Thèse de doctorat de l’Institut Polytechnique de Lorraine.
  • Al Heib, M. (2008). State of the art of the prediction methods of ground movements (subsidence and sinkhole) for the mines in France. In T. Michel & H. Fournier (Eds.), Coal geology research progress (pp. 53–76). New York, NY: Nova Science.
  • Barden, L. (1962). Distribution of contact pressure under foundations. Géotechnique , 12 , 181–198.10.1680/geot.1962.12.3.181
  • Barden, L. (1963). The Winkler model and its application to soil. Structural Engineer , 41 , 279–280.
  • Biot, M. A. (1937). Bending of infinite beams on an elastic foundation. Journal of Applied Mechanics Transactions of the American Society of Mechanical Engineers , 59 , A1–7.
  • Boscardin, M. D. , & Cording, E. J. (1989). Building response to excavation‐induced settlement. Journal of Geotechnical Engineering , 115 (1), 1–21.10.1061/(ASCE)0733-9410(1989)115:1(1)
  • Boussinesq, J. (1878). Equilibre d’élasticité d’un solide isotrope sans pesanteur, supportant différents poids [Equilibrium of elasticity of an isotropic solid without gravity, supporting different weights]. (Vol. 86, pp. 1260–1263). Comptes Rendus des Séances de l'Académie des Sciences, Paris.
  • Bowles, J. E. (1996). Foundation analysis and design (5th ed., p. 1175). New York, NY: McGraw-Hill.
  • Burd, H. J. , Houlsby, G. , Augarde, C. , & Liu, G. (2000). Modelling tunnelling-induced settlement of masonry buildings. Proceedings of the Institution of Civil Engineers – Geotechnical Engineering , 143 , 17–29.10.1680/geng.2000.143.1.17
  • Burland, J. B. , & Wroth, C. P. (1974). Settlement of buildings and associated damage. Conference on the settlement of structures (pp. 611–654). London: Pentech Press.
  • Caudron, M. (2007). Etude expérimentale et numérique de l’interaction sol-structure lors de l’occurrence d’un fontis [Numerical and experimental modeling of the soil structure interaction during sinkholes] (Thèse de Doctorat). Lyon: INSA.
  • Davidovici, X. (1985). Génie parasismique, presse de l’Ecole Nationale des Ponts et Chaussées [Earthquake engineering. presse de l’Ecole Nationale des Ponts et Chaussées]. 6313–6620. ISBN: 2-85978-083-1.
  • Deck, O. , & Anirudh, H. (2010). Numerical study of the soil–structure interaction within mining subsidence areas. Computers and Geotechnics , 37 , 802–816.10.1016/j.compgeo.2010.07.001
  • Deck, O. , & Singh, A. (2010). Analytical model for the prediction of building deflections induced by ground movements. International Journal for Numerical and Analytical Methods in Geomechanics , 36 , 62–84. doi:10.1002/nag.993
  • Flamant, A. (1892). Sur la répartition des pressions dans un solide rectangulaire chargé transversalement. Comptes Rendus de l'Académie des Sciences , 114 , 1465.
  • Franzius, J. N. , Potts, D. M. , & Burland, J. B. (2006). The response of surface structures to tunnel construction. Proceedings of the Institution of Civil Engineers, Geotechnical Engineering , 159 , 3–17.10.1680/geng.2006.159.1.3
  • Goh, K. H. , & Mair, R. J. (2011). Building damage assessment for deep excavations in Singapore and the influence of building stiffness. Geotechnical Engineering , 42 , 1–12. ISSN 0046-5828.
  • Hor, B. (2010). Évaluation et réduction des conséquences des mouvements de terrains sur le bâti: approches expérimentale et numérique (Thèse de doctorat de). Lyon: INSA.
  • Imanzadeh, S. , Denis, A. , & Marache, A. (2011). Estimation de la variabilité du module de réaction pour l’étude du comportement des semelles filantes sur sol élastique. [Estimate of the variability of the reaction module to study the behavior of strip footings on eladtic soil] 29èmes rencontres universitaires de Génie Civil – AUGC (pp. 145–154). Tlemcen.
  • Jahangir, E. , Deck, O. , & Masrouri, F. (2013). An analytical model of soil-structure interaction with swelling soils during droughts. Computers and Geotechnics , 54 , 16–32. doi:10.1016/j.compgeo.2013.05.009
  • Kratzsch . (1983). Mining subsidence engineering . Berlin: Springer-Verlag..
  • Lee, Y. J. , & Bassett, R. H. (2007). Influence zones for 2D pile–soil-tunnelling interaction based on model test and numerical analysis. Tunnelling and Underground Space Technology , 22 , 325–342.10.1016/j.tust.2006.07.001
  • Mair, R. J. (2013). Tunnelling 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 (part 4) (pp. 39–70). IOS Press, Amsterdam, the Netherlands.
  • National Coal Board . (1975). Subsidence engineering handbook. Chapter 6, 45–56. London.
  • Pasternak, P. L. (1954). On a new method of analysis of an elastic foundation by means of two constants . Moscow: URRS.
  • Peck, R. B. (1969). Deep excavations and tunnels in soft ground. Proceedings of the 7th international conference on soil mechanics and foundation engineering (pp. 225–290). Mexico City, State of the Art Volume.
  • Potts, D. M. , & Addenbrooke, T. I. (1997). A structure’s influence on tunnelling-induced ground movements. Proceedings of the Institution of Civil Engineers – Geotechnical Engineering , 125 , 109–125.10.1680/igeng.1997.29233
  • Son, M. , & Cording, E. J. (2005). Estimation of building damage due to excavation-induced ground movements. Journal of Geotechnical and Geoenvironmental Engineering , 131 , 162–177.10.1061/(ASCE)1090-0241(2005)131:2(162)
  • Son, M. , & Cording, E. J. (2007). Evaluation of building stiffness for building response analysis to excavation-induced ground movements. Journal of Geotechnical and Geoenvironmental Engineering , 133 , 995–1002.10.1061/(ASCE)1090-0241(2007)133:8(995)
  • Vesic, A. B. (1961). Beams on elastic subgrade and Winkler’s hypothesis. Proceedings of 5th international conference on soil mechanic and foundation engineering (pp. 845–850). Paris.
  • Wagner, H. , & Schumann, H. E. R. (1991). Surface effect of total coal seam extractions by underground mining methods. Journal of the South African Institute of Mining and Metallurgy , 91 , 221–231.
  • Whittaker, B. N. , & Reddish, D. J. (1989). Subsidence: Occurrence, prediction, control . Barking: Elsevier.
  • Yu, Z. , Karmis, M. , Jarosz, A. , & Haycocks, C. (1988). Development of damage criteria for buildings affected by mining subsidence. Proceedings of the sixth annual workshop on mining systems design and ground control (pp. 83–92), Fairbanks, Alaska.

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