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Tytuł artykułu

Numerical simulation of screw displacement pile interaction with non-cohesive soil

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Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
A trial numerical simulation of screw displacement pile interaction with non-cohesive subsoil during the transfer of compression load is described. The simulation was carried out in an axisymmetric system using the Plaxis 2D-FEM computer programme. The technological phases of pile installation in the ground were numerically modelled using equivalent processes which provided similar effects to real technical actions. The results of the numerical calculations were verified by comparing them with the load test results of a real pile in the field. The analysis shows that, apart from the technological elements, a proper numerical simulation of screw displacement pile interaction with non-cohesive soil also needs to take into account soil characteristics as defined in the critical state theory.
Rocznik
Strony
122--133
Opis fizyczny
Bibliogr. 22 poz., rys., wykr.
Twórcy
  • Gdansk University of Technology, Faculty of Civil and Environmental Engineering, ul. Narutowicza 11/12, 80-233 Gdansk, Poland
Bibliografia
  • [1] M. Bottiau, G. Cortvrindt, Recen texperience with the Omega- Pile, DFI, in: Proceedings of the 5th International Conference and Exhibition on Piling and Deep Foundations, Bruges, 1994, pp. 3.11.0–3.11.7.
  • [2] F. De Cock, R. Imbo, Atlas screw pile: a vibration-free, full displacement, cast-in-place pile, Transportation Research Record 1447 (1994) 49–62.
  • [3] J. Maertens, N. Huybrechts, Belgian screw pile technology. Design and recent developments, in: Proceedings of the Second Symposium on Screw Piles, Brussels, Belgium, Swets and Zeitlinger B.V., Lisse, The Netherlands, 2003.
  • [4] K.-P. Mahutka, F. König, J. Grabe, Numerical modeling of pile jacking, driving and vibro driving, in: T. Triantafyllidis (Ed.), Proceedings of International Conference on Numerical Simulation of Construction Processes in Geotechnical Engineering for Urban Environment (NSC06), Bochum, Baklava, Rotterdam, 2006, pp. 235–246.
  • [5] S. Henke, J. Grabe, Numerical modeling of pile installation, in: Proceedings of the 17th International Conference on Soil Mechanics and Foundation Engineering, Alexandria, Egypt, 2009, pp.1321–1324.
  • [6] P. Basu, M. Prezzi, Design and Applications of Drilled Displacement (Screw) Piles, Publication FHWA/IN/JTRP- 2009/28, Joint Transportation Research Program, Indiana Department of Transportation and Purdue University, West Lafayette, Indiana, 2009.
  • [7] R.B.J. Brinkgreve, Plaxis 2D-Version8, A.A. Balkema Publishers, Netherlands, 2002.
  • [8] M. Bustamante, B. Doix, Anew model of LCP Cremovable extensometer, in: Proceedings of the 4th International Conference on Piling and Deep Foundation, Stresa, Italy, 1991.
  • [9] B.H. Fellenius, From strain measurements to load in an instrumented pile, Geotechnical News Magazine 19 (1) (2001) 35–38.
  • [10] J.B. Sellers, Pile load test instrumentation. Instrumentation in geotechnical engineering, in: Proceedings of Geotechnical Division of the Hong Kong Institute of Civil Engineers, 1995, pp. 23–33.
  • [11] A. Krasiński, Advanced field investigations of screw piles and columns, Archives of Civil Engineering 1 (2011) 47–57.
  • [12] A. Krasiński, Badania terenowe przemieszczeniowych palii kolumn wkręcanych typu SDPiSDC (inPolish), Drogi i Mosty, Nr 1-2/2011.
  • [13] A. Krasiński, Wyniki badań terenowych palii kolumn wkręcanych (In Polish), Inżynieria Morska i Geotechnika, Nr 6/2011, pp. 510–530.
  • [14] T. Schanz, P. A. Vermeer, Angles of friction and dilatancy of sand, Géotechnique 46 (1996) 145–151.
  • [15] T. Lunne, P. Robertson, J. Powell, Cone penetration testing in Geotechnical Practice, Blackie Academic and Professional, London, 1997.
  • [16] H.J. Burd, G. T. Houlsby, Analysis cylindrical expansion problems, International Journal for Numerical and Analytical Methods inGeomechanics14(1990)351–366.
  • [17] I.F. Collins, M. J. Pender, W. Yan, Cavity expansion in sands under drained loading conditions, International Journal of Numerical and Analytical Methods in Geomechanics 16 (1) (1992) 3–23.
  • [18] R. Salgado, M. F. Randolph, Analysis of cavity expansion in sand, International Journal of Geomechanics 1 (2) (2001) 175–192.
  • [19] M.T. Manzari, Y. F. Dafalias, A critical state two-surface plasticity model for sands, Géotechnique 47 (2) (1997) 255–272.
  • [20] P.W. Rowe, The stress-dilatancy relation for static equilibrium of an assembly of particles in contact, Proceedings of the Royal Society A269 (1962) 500–527.
  • [21] M.D. Bolton, The strength and dilatancy of sands, Géotechnique 36 (1) (1986) 65–78.
  • [22] J. Biarez, P.-Y. Hicher, Elementary Mechanics of Soil Behaviour, Balkema, London, 1994, p. 208.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-95ce6131-ed1c-452c-9238-12df75144053
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