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Effect of cohesion, the friction angle and the time under static loading on the behavior of piles Cover

Effect of cohesion, the friction angle and the time under static loading on the behavior of piles

Open Access
|Jul 2021

References

  1. [1] Aboshi,H, Ichimoto, E, Enoki M and Harada, K 1979. The “composer”, a method to improve characteristics of soft clay by inclusion of large diameter sand columns, .R. International symposium. on soil building: Army Land and other methods 1, 211-216
  2. [2] Airey, D. W., Al-Douri, R. H., Poulos, H. G. (1992). Estimation of pile friction degradation from shearboxtests. Geotechnical Testing Journal 15(4): 388-392
  3. [3] Axelson, G. (2000). Long-term set-up of driven piles in sand, PhD Thesis, Department of civil and Environmental Engineering: Stockholm Royal Institute of Technology
  4. [4] Foray P. (1991). Scale and Boundary Effects on Calibration Chamber Pile Test, Calibration ChamberTesting, pag 147-160
  5. [5] Jardine, R.J., Zhu, B.T, Foray, P., & Dalton, C.P. (2009). Experimental arrangements for the investigation of soil stresses developed around a displacement pile Soil and Foundations 49(5) pp. 661-673
  6. [6] Bullock, P.J., Schmertmann, J.H., McVay, M.C. & Townsend, F.C. (2005). Side Shear Setup. I: Test Piles Driven in Florida. Journal of Geotechnical and Geoenvironmental Engineering131(3): 292-300
  7. [7] Bowman, E, T, and Soga, K, (2005), Mechanisms of set-up of displacement piles in sand: Laboratory creep tests, Canadian Geotechnical Journal 42(5): 1391-140710.1139/t05-063
  8. [8] Yang, Z, X, Jardine, R, J, Zhu, B, T, Foray P and Tsuha, C, H, C,(2010): Sand grain crushing and interface shearing during displacement pile installation in sand in Press for publication in the Géotechnique Themed Issue10.1680/geot.2010.60.6.469
  9. [9] Chow, F, C, Jardine R, G, Brucy, F, and Nauroy, J, F (1998): Effect of time on capacity of pipe piles in dense marine sand. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 124(3): 254-26410.1061/(ASCE)1090-0241(1998)124:3(254)
  10. [10] Chan, S, and Hanna, T, H, (1980): Repeated loading on single piles in sand American Society of civil Engineering Division: 106(2): 171-18810.1061/AJGEB6.0000920
  11. [11] Mokrani, L;(1991) Simulation physique de comportement de pieux à grande profondeur en chamber de calibration, thése de doctorat à INPG, Grenoble
  12. [12] Altaee,A,Fellenus,B,H,Eving,E,(1992) Axial load transfer for pile in sand I&II, Canada geotechnical J.2910.1139/t92-002
  13. [13] Zelikson, a leguay, P (1986). Some basic data on piles under statique and dynamique loading from stress conserving models.Proc of 3rd int.conf on Numerical methods in offshore Piling Nante, pp.105-124
  14. [14] De Nicolas, a; Randolph,mf(1993); tensile and compressive shaft capacity of piles in sand, JGE,vol 119 n°210.1061/(ASCE)0733-9410(1993)119:12(1952)
  15. [15] Benyaghla H (2009), Calculating the rupture of pile under static loading by method of analysis, World journal of Engineering 10(02) (2013) 145-15810.1260/1708-5284.10.2.145
  16. [16] Baligh, M (1975). Cavity expansion insand with curved envellopes, journal of the Soil Mechanic and Fondations Division,ASCE,vol.102,N°GT11
DOI: https://doi.org/10.1515/sspjce-2021-0001 | Journal eISSN: 1338-7278 | Journal ISSN: 1336-9024
Language: English
Page range: 7 - 21
Published on: Jul 12, 2021
Published by: Technical University of Košice
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2021 Hacene Benyaghla, published by Technical University of Košice
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