Coupled systems mechanics

  • 제1권2호
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  • Pages.115-131
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  • 2012
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  • 2234-2184(pISSN)
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  • 2234-2192(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Parametric study of piled raft for three load-patterns

  • Sawant, V.A. (Indian Institute of Technology Roorkee) ;
  • Pawar, S.V. (Indian Institute of Technology Roorkee) ;
  • Ladhane, K.B. (Indian Institute of Technology Roorkee)
  • 투고 : 2012.03.01
  • 심사 : 2012.06.08
  • 발행 : 2012.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

Paper presents an improved solution algorithm based on Finite Element Method to analyse piled raft foundation. Piles are modelled as beam elements with soil springs. Finite element analysis of raft is based on the classical theory of thick plates resting on Winkler foundation that accounts for the transverse shear deformation of the plate. Four node, isoparametric rectangular elements with three degrees of freedom per node are considered in the development of finite element formulation. Independent bilinear shape functions are assumed for displacement and rotational degrees of freedom. Effect of raft thickness, soil modulus and load pattern on the response is considered. Significant improvement in the settlements and moments in the raft is observed.

키워드

참고문헌

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피인용 문헌

  1. Analysis of the piled raft for three load patterns: A parametric study vol.2, pp.3, 2013, https://doi.org/10.12989/csm.2013.2.3.289