PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

3D Numerical Modeling of Large Piled-Raft Foundation on Clayey Soils for Different Loadings and Pile-Raft Configurations

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In a piled-raft foundation, the interaction between structural elements and soil continuum can be simulated very precisely by numerical modeling. In the present study, 3D finite element model has been used to examine the settlement, load-sharing, bending moment, and shear force behavior of piled-raft foundation on different soil profiles for different load configurations and pile-raft configurations (PRCs). The model incorporates the pile-to-soil and raft-to-soil interactions by means of interface elements. The effect of parameters such as pile spacing and raft thickness are also studied. For any soil profile, larger pile spacing is observed to be more efficient in reducing the average settlement and enhancing the load-sharing coefficient. The smaller pile spacing is observed to be efficient in reducing the differential settlement. For any soil profile, the behavior of piled-raft foundation is significantly affected by the PRCs and load configurations. Furthermore, the raft thickness has significant effect on settlement, bending moment, and shears force. Thus, the results of the present study can be used as guidelines for analyzing and designing large piled-raft foundation.
Wydawca
Rocznik
Strony
1--17
Opis fizyczny
Bibliogr. 23 poz., tab., rys.
Twórcy
  • Department of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati-781039, Assam, India
  • Department of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati-781039, Assam, India
Bibliografia
  • [1] Brinkgreve, R., Swolfs, W., and Engin, E. (2015). PLAXIS user’s manual, version 6.1, Balkema, Rotterdam, The Netherlands
  • [2] Burland, J. B. (1995). “Piles as settlement reducers.” Proce. of 19th National Italian Geotechnical Conference, Italy, Vol 2, 21-34.
  • [3] Cho, J., Lee, J., Jeong, S., and Lee, J. (2012). “The settlement behavior of piled raft in clay soils.” Ocean Engineering, 153-163.
  • [4] Chow, H. S. W., and Small, J. C. (2005). “Behaviour of piled rafts with piles of different lengths and diameters under vertical loading.” Advance in Deep Foundations, 1-15. DOI: 10.1061/40778(157)20.
  • [5] Ghalesari A. T., Barari, A. P., and Fardad, A. I. L. B. (2015). “Development of optimum design from static response of pileraft interaction.” Journal of Material Science and Technology, 20, 331-343.
  • [6] Ghalesari, A. T., and Choobbasti, A. J. (2016). “Numerical analysis of settlement and bearing behaviour of piled raft in Babol clay.” European Journal of Environmental and Civil Engineering, 1-26. DOI: 10.1080/19648189.2016.1229230.
  • [7] IS 1904-1986 Code of practice for design and construction of foundations in soils. Bureau of Indian Standards, New Delhi, India.
  • [8] Lee. J., Kim. Y., and Jeong. S. (2010). “Three dimentional analysis of bearing behavoir of piled raft on soft clay.” Computers and Geotechnics, 37, 103-114.
  • [9] Mali S, Singh B. (2018). “Behavior of large piled-raft foundation on clay soil.” Ocean Engineering, 149, 205-216.
  • [10] Mali S, Singh B. (2019). “Behavior of large piled-raft foundation on different soil profiles for different loadings and different piled-raft configurations.” Innovative Infrastructures Solutions, DOI: 10.1007/s41062-018-0193-9.
  • [11] Nguyen, D. D. C., Kim, D S., and Jo, S. B. (2013). “Settlement of piled rafts with different pile arrangement schemes via centrifuge tests.” Journal of Geotechnical and Geoenvironmental Engineering, 139(10), 1690-1698.
  • [12] Poulos, H. G., and Devdas, A. J. (2005). “Foundation design for the Emirates twin towers Dubai.” Candian Geotechnical Journal, 42, 716-730.
  • [13] Poulos, H. G., and Bunce, G. (2008). “Foundation design for the Burj Dubai: The world tallest building.” Proc. of 6th Int. Conf. on Case Histories in Geotechnical Engineering, Arlinton, VA, 11-16.
  • [14] Poulos, H. G., Small, J. C., and Chow, H. (2011). “Piled raft foundation for tall buildings.” Geotechnical Engineering Journals of the SEAGS and AGSSEA, 42(2), 78-84.
  • [15] Poulos, H. G. (2001). “Methods of analysis of piled raft foundations.” A Report Prepared on Behalf of Technical Committee TC18 on Piled Foundations.
  • [16] Prakoso, W. A., and Kulhawy, F. H. (2001). “Contribution to piled raft foundation design.” Journal of Geotechnical and Geoenvironmental Engineering, 127(1), 17-24.
  • [17] Rabiei, M., and Choobbasti, A. J. (2016). “Piled raft design strategies for high rise buildings.” Geotechnical Geological Engineering, 34, 75-85.
  • [18] Ranjan, G., and Rao, A. S. R. (2007). “Basic and applied soil mechanics.” New Age International.
  • [19] Reul, O. (2004). “Numerical study of the bearing behavior of piled rafts.” International Journal of Geomechanics, 4(2), 59-68.
  • [20] Reul, O., and Randolph, M. F. (2004). “Design strategies for piled rafts subjected to nonuniform vertical loading.” Journal of Geotechnical and Geoenvironmental Engineering, 130, 1-13.
  • [21] Sanctis, L, D., and Mandolini, A. (2006). “Bearing capacity of the piled rafts on soft clays.” Journal of Geotechnical and Geoenvironmental Engineering, 132, 1600-1610.
  • [22] Sinha, A., and Hanna A., M. (2016). “3D Numerical model for piled raft foundation.” International Journal of Geomechanics, doi.org/10.1061/(ASCE)GM.19435622.0000674
  • [23] Viggiani, C. (2001). “Analysis and design of piled raft foundations.” First Arrigo Croce Lecture, Rivista Italiana Di Geotechnica, 47-75.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-10fe7565-ebcd-4492-8f18-11e1978ed598
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.