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On the finite element modeling of a particular shallow foundation system for soft soil

  • Soelarso, Soelarso (Laboratoire Roberval, Alliance Sorbonne Universite-Universite de Technologie de Compiegne) ;
  • Antaluca, Eduard (Laboratoire Roberval, Alliance Sorbonne Universite-Universite de Technologie de Compiegne) ;
  • Batoz, Jean-Louis (Laboratoire Avenues, Alliance Sorbonne Universite-Universite de Technologie de Compiegne) ;
  • Lamarque, Fabien (Laboratoire Roberval, Alliance Sorbonne Universite-Universite de Technologie de Compiegne)
  • 투고 : 2021.04.14
  • 심사 : 2021.05.21
  • 발행 : 2021.06.25

초록

The presentation deals with an investigation on the static and dynamic behavior of a five floors reinforced concrete building supported by a shallow foundation system, called SNSF (Spider Net System Footing). The present study concentrates on the linear static under permanent and life vertical loads and on the free vibrations of the upper structure and the foundations. The study based on performing 3D solid finite elements includes the soil underneath (one layer of 2 m and an additional layer of 9 m). Several aspects are investigated like: the structural analysis of the SNSF foundation compared to a simpler raft foundation and the soil-foundation interaction of the soil and the structure-foundation system on the first frequencies and modes of vibration.

키워드

과제정보

The present study is part of the Ph.D thesis prepared by the first author. The scholarship provided by the Islamic Bank of Development for the UNTIRTA project "food security" is duly acknowledged.

참고문헌

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