Have a personal or library account? Click to login
Application of the theory of limit analysis for the study of the behavior of the ground anchor in homogeneous soil Cover

Application of the theory of limit analysis for the study of the behavior of the ground anchor in homogeneous soil

Open Access
|Apr 2020

References

  1. [1] Hawkes, J. M. and Evans R. H. (1951). Bond stresses in reinforced concrete columns and beams. Structural Engineering, 29(12), 323-327.
  2. [2] Phillips, S. H. E. (1970) Factors affecting design of anchorages in rock, Cementation Research Report R48/70.London, cementation research Ltd.
  3. [3] Littlejohn, G. S. (1970). Soil anchors, Ground Engineering, Proceedings of an ICE Conference, ICE, London.
  4. [4] Kramer. H. (1978). Determination of the carrying capacity of ground anchors with the correlation and regression analysis, Revue Française de Géotechnique, 3, 76-81.10.1051/geotech/1978003076
  5. [5] Hanna, T. (1982). Foundations in tension-ground anchors, Trans Tech Publications, Clausthal-Zellerfeld, Germany.
  6. [6] Xanthakos, P.(1991). Ground anchors and anchored structures, John Wiley & Sons, Inc,10.1002/9780470172780
  7. [7] Barley, A.D. (1995). Theory and practice of the Single Bore Multiple Anchor System in Proceedings of the Anchors in Theory and Practice, International Symposium on Anchors in Theory and Practice, Saltzburg, Austria.
  8. [8] Habib, P., Logcais, L., Clément, P., Dupeuble, P. (1995). Tirants d’ancrage (recommandations T.A.95), France, Eyrolles Editions.
  9. [9] Mekki, F., Meksaouine, M. and Guenfoud, M. (2009). Theoretical study of the behaviour of anchors in homogeneous soil, International Review on modelling and simulations, 2, 221-226.
  10. [10] Mekki, F., Meksaouine, M. and Guenfoud, M. (2011). Etude théorique du comportement des tirants d’ancrages dans un sol pulvérulent, la revue Synthèse.,No. 23, 22-30.
  11. [11] Rong, J. Z., Jun, J. Z., Pei, Y. L., Juan Z. and Shun Y. (2012). A method for predicting mechanical behavior of HPJG-Anchors part I: Mechanical characteristics and load transfer models, Computer and Geotechnics, 45, 62-73.10.1016/j.compgeo.2012.05.004
  12. [12] Mekki, F. (2015). Etude théorique du comportement des tirants d’ancrages, Editions Universitaires Européennes.
  13. [13] Yang, Z., Chen, J., Zhang, H., Zhao, X., Li,H.(2018).Analytical calculation on the load displacement curve of grouts soil anchor, Journal of engineering science and technology review, 11 (3), 31-41.10.25103/jestr.113.05
  14. [14] Chen, W.F. (1975). Limit Analysis and Soil Plasticity, Elsevier, Amesterdam, Netherland.
  15. [15] Bourdeau, Y. (1977). Pushed non-cohesive soils. Influence characteristics of the grounds and model of test, PhD Thesis, I.N.S.A, Civil engineering.
DOI: https://doi.org/10.1515/sspjce-2019-0019 | Journal eISSN: 1338-7278 | Journal ISSN: 1336-9024
Language: English
Page range: 73 - 86
Published on: Apr 30, 2020
Published by: Technical University of Košice
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2020 Feriel Mekki, Mohamed Meksaouine, published by Technical University of Košice
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.