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Analysis of the behavior of structures under the effect of progressive rupture of a cavity Cover

Analysis of the behavior of structures under the effect of progressive rupture of a cavity

Open Access
|Aug 2024

References

  1. Aftes. The convergence confinement method. Recommendations, Tunnels, and underground structures, July 1982, pp. 98–105.
  2. Al Abram, I. Study on a two-dimensional reduced model of the displacement field induced by the digging of a tunnel at shallow depth. Interaction with existing works. PhD thesis, INSA Lyon 1998.
  3. Al Heib, M., Nghiem, H. L., and Emeriault, F. “Understanding sinkhole consequences on masonry structures using large small-scale physical modeling.” 7th international conference on Case Histories in Geotechnical Engineering The westin Chicago North Shore Wheeling Illiois 2013.
  4. Atkinson, J. and Potts, D. “Subsidence above shallow tunnels in soft ground.” Journal of the Geotechnical Engineering Division, 1977, 103, 307–325.
  5. Bazant, Z. Introduction to scale effects on structural strength. Paris: Hermes, 2004.
  6. Boramy Hor. Assessment and mitigation of the consequences of ground movements on buildings: experimental and numerical approaches. PhD thesis, INSA Lyon 2012.
  7. Boumalla, E. Definition and feasibility study of a reduced physical model for the study of the impact of subsidence and sinkholes on surface buildings Dissertation of the internship of the engineer of the Mines of Douai. Rapport de Master Recherche, Ecole des Mines de Douai, France 2005.
  8. Burd, H J., Houlsby, G T., Augarde, C E. and Liu G. Modelling tunnelling induced settlement of masonry buildings. Proc Inst Civil Eng: Geotech Eng, 2000, 143(1), 17–29.
  9. Caudron, M., Emeriault, F. and al Heib, M. Collapse of underground cavities and interaction with surface structures: experimental approach on a two-dimensional analogue model. National Geotechnical and Engineering Geology Days, Lille, France 2004.
  10. Caudron M., Emeriault F., Kastner R. & Al Heib M. 2006. Sinkhole and soil-structure interactions: Development of an experimental model. ICPMG, Hong-Kong, 04–06 Aug. 2006, pp 1261–1267.
  11. Caudron, M., Emeriault, F., al Heib, M. and R. Kastner. Numerical modelling of the soil structure interaction during sinkholes. National Geotechnical and Engineering Geology Days Lyon, France 2006.
  12. Caudron, M. Ground movements and deformations of a building following a sinkhole: experimental and numerical approach. INSA, Lyon, France 2007.
  13. Caudron, M. Experimental and numerical study of soil-structure interaction during the occurrence of a sinkhole. Thèse, INSA, Lyon, France 2007.
  14. Castro, R., Trueman, R. and Halim A. A study of isolated draw zones in block caving mines using a large 3D physical model. International journal of rock mechanics & mining sciences, 44, Julius Kruttshmitt Mineral Research Center, University of Queensland, Australia 2007.
  15. Deck O., Al Heib, M., Homand, F. & Wojtkowiak, F. Synthesis of methods for predicting the consequences of mining subsidence on buildings. Application to the case of the Lorraine iron basin. Mineral industry techniques, 2006, 29, 83–10.
  16. Deck, O., Anirudth, H. Numerical study of the soil-structure interaction within mining subsidence areas. Computers and Geotechnics, in press, 2010.
  17. Dehousse and Arnould. Scale models of structures in Civil Engineering. Paris: Dunod, 1971, 183.
  18. Djamel Saadi, Khelifa Abbeche, Rafik Boufarh. Model experiments to assess effect of cavities on bearing capacity of two interfering superficial foundations resting on granular soil, 2020.
  19. Dolzhenko, N. Experimental and numerical study of models, Two-dimensional reduction of tunneling. Development of a specific law of behavior. PhD thesis, National Institute of Applied Sciences, Lyon 2002.
  20. Dyer, M., Hutchinson, M. and Evans, N. Geotechnicals aspects of underground construction in soft ground, chapter Sudden valley sewer : a case history, 671–676. Rotterdam 1996 : A.A. Balkema.
  21. Dyne, L. The prediction and occurrence of chimney subsidence in southwestern Pennsylvania. Master of Science in mining and minerals engineering, Virginia Polytechnic Institute and State University 1998.
  22. Keba Lukueta E., Isobe K. Bearing Capacity of a Shallow Foundation above the Soil with a Cavity Based on Rigid Plastic Finite Element Method. Applied Sciences. 2024; 14(5):1975. https://doi.org/10.3390/app14051975.
  23. Garnier, J. Physical models in geotechnics. Evolution of experimental techniques and fields of application. French Journal of Geotechnics, 2001a, 97, 3–29.
  24. Garnier, J. Physical models in geotechnics. Method validation and application examples. Revue Française de Géotechnique, 2001b, 98, 5–28.
  25. Kastner, R. Deep Excavations in Urban Sites. PhD thesis, INSA, Lyon 1982.
  26. Keawsawasvong, S. Limit analysis solutions for spherical cavities in sandy soils under overloading. Innov. Infrastruct. Solut. 6, 33 (2021). https://doi.org/10.1007/s41062-020-00398-5
  27. Kikumoto, M., Shanin, H. M., Nakai, T., Nagata, M. and Toda, K. Influences of tunnel excavation on the neighboring group-pile foundation. Proc. of 54th Geotechnical Engineering Symposium, 2009, 54, 355–362.
  28. Kratzsch, H. Mining subsidence Engineering. Spring-Verlag, Berlin/Heideilberg, New York 1983.
  29. Laefer, D. F. Predicting and assessment of ground movement and building damage induced by adjacent excavation, PhD thesis, The University of Illinois, Urbana, Ill. (2001).
  30. Lake, L., Rankin, W, and Hawley, J. Prediction and effects of ground movements caused by tunneling in the soft ground beneath urban areas. Construction Industry Research and Information Association, London 1992, UK: CIRIA Project Report 30.
  31. Lee, Y., Bassett, R. Influence zones for 2D pile-soil-tunnelling interaction based on model test and numerical analysis. Tunneling and underground space technology 22 (2007) 325–342.
  32. Mahamma, F. Behaviour of structures built on the surface during subsidence of old careers. DEA thesis, INSA de Lyon 2002.
  33. Nakai, T., Xu, L. and Yamazaki, H. 3D and 2D model tests and numerical analyses of settlements and earth pressures due to tunnel excavation. Soils and Foundations, (1997), 37, 31–42.
  34. Nghiem, H. L., Heib, M. A., & Emeriault, F.. Physical model for damage prediction in structures due to underground excavations. International conference on geotechnical engineering (Geoshanghai 2014), May 2014, Shanghai, China. pp.155–164. ffineris-01863823.
  35. Oteo, C. and Sagaseta, C. “Prediction of settlements due to underground openings.” International Symposium on Numerical Models in Geomechanics, Ghent, Belgium, 1982, 653–659.
  36. Peck, R. B. Deep excavation and tunneling in soft ground. Proceeding of the 7th International Conference of Soil Mechanics, Mexico: State-of-the-Art, 1969, Vol.3, pp.225–290.
  37. Schneebeli, G. “A mechanics for cohesionless soils” Minutes of the Academy of Sciences, Paris: 1956, Tome 243, pp. 2647–2673.
  38. Schneebeli, G. A mechanical analogy for the study of the stability of two-dimensional earth structures. Proceedings of the 4th International Conference on Soil Mechanics & Foundation Engineering (I.C.S.M.F.E.). London 1957.
  39. Shahin, H., Nakai, T., Hinokio, M., Kurimoto, T. and Sada, T. Influence of surface loads and construction sequence on ground response due to tunneling. Soils and Foundations, 2004, 44, 71–84.
  40. Sung, E., Shahin, H., Nakai, T., Hinokio, M. & Makoto, Y. 2006. Ground behavior due to tunnel excavation with existing foundation. Soils & Foundations, 2006, 2:189–207.
  41. Yongyao Wei and al. A numerical simulation study on the evolutionary characteristics of the damage process of karst soil cavity under positive pressure effect. Geohazard Mechanics. Volume 1, Issue 4, 2023, Pages 288–296, ISSN 2949-7418, https://doi.org/10.1016/j.ghm.2023.10.002.
DOI: https://doi.org/10.2478/sgem-2024-0019 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
Language: English
Page range: 244 - 258
Submitted on: Nov 22, 2023
Accepted on: Jul 15, 2024
Published on: Aug 28, 2024
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2024 Bilel Boualleg, Nadjet Bouacha, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution 4.0 License.