Estimation of stiffness of disconnected piled raft foundation system with pile contribution factors

B. Yoon, W. Lee, H. Choo, C. Lee

Research output: Chapter in Book/Report/Conference proceedingChapter

Abstract

Behavioral analysis of the disconnected piled raft foundation (DPRF) is more complicated than the conventional piled raft foundation owing to the complex interactions between piles, subsoil, and load transfer platform (LTP). The effect of pile-related parameters and LTP-related parameters on load-settlement behavior of DPRF has been compared by 3-dimentional numerical work. The result of this study shows that both pile-related factors and LTP-related factors affect the load-settlement of DPRF. The simple equation to estimate the load-settlement behavior of DPRF system has been suggested in terms of pile contribution factors. The results of previous studies were also analyzed to verify the validity of suggested equation. A good agreement between the measured and estimated values were obtained, indicating the potential to apply in practical field.

Original languageEnglish
Title of host publicationSmart Geotechnics for Smart Societies
PublisherCRC Press
Pages1303-1308
Number of pages6
ISBN (Electronic)9781000992533
ISBN (Print)9781003299127
DOIs
Publication statusPublished - 2023 Jan 1

Bibliographical note

Publisher Copyright:
© 2023 selection and editorial matter, Askar Zhussupbekov, Assel Sarsembayeva & Victor N. Kaliakin; individual chapters, the contributors.

ASJC Scopus subject areas

  • General Engineering

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