Geomechanics and Engineering

  • 제14권4호
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  • Pages.377-386
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  • 2018
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
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Numerical modelling of soil-foundation interaction by a new non-linear macro-element

  • Khebizi, Mourad (Department of Civil Engineering, Mentouri University of Constantine) ;
  • Guenfoud, Hamza (Civil Engineering and Hydraulic Laboratory, University of Guelma) ;
  • Guenfoud, Mohamed (Civil Engineering and Hydraulic Laboratory, University of Guelma)
  • 투고 : 2016.12.08
  • 심사 : 2017.08.23
  • 발행 : 2018.03.20
⟨ 이전 논문 다음 논문 ⟩

초록

This paper focuses on the development of a new non-linear macro-element for the modelling of soil-foundation interaction. Material and geometrical nonlinearities (soil yielding and foundation uplift respectively) are taken into account in the present macro-element to examine the response of shallow foundations under monotonic and cyclic loads. Several applications of soil-foundation systems are studied. The results obtained from these applications are in very favourable agreement with those obtained through other numerical models in the literature.

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참고문헌

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