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Numerical Analysis of Piled Raft Interaction in Soft Clay

  • Abdelkrim Ferchat
  • Sadok BenmebarekEmail author
  • Mohamed Nabil Houhou
Conference paper
Part of the Advances in Science, Technology & Innovation book series (ASTI)

Abstract

The piled raft (PR) system was developed to use the load-carrying capabilities of both shallow foundations (rafts) and deep foundations (piles). These components interact with each other through a complex soil-structure interaction scheme. The interaction effects affect the overall load response of PR. In this study, the explicit finite difference code FLAC3D (Fast lagrangian Analyses od Continua) was used to investigate the behavior of PR subjected to vertical loading. Several foundations embedded in soft clay were considered. The results prove that even in the case of soft clay, the load-carrying capacity of the raft and piles, when combined in a PR, becomes different from those of unpiled raft (UR) and group of piles (GP), due to the interactions between raft and piles.

Keywords

Piled raft Settlement Interaction Soft clay FLAC3D 

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Copyright information

© Springer Nature Switzerland AG 2019

Authors and Affiliations

  • Abdelkrim Ferchat
    • 1
  • Sadok Benmebarek
    • 1
    Email author
  • Mohamed Nabil Houhou
    • 1
  1. 1.NMISSI LaboratoryBiskra UniversityBiskraAlgeria

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