Undrained bearing capacity of ring foundations on two-layered clays

Joon Kyu Lee, Sangseom Jeong, Julie Q. Shang

Research output: Contribution to journalArticle

6 Citations (Scopus)

Abstract

This paper presents the results of a numerical investigation into the undrained vertical bearing capacity of rough ring foundations resting on two-layered clays of both homogeneous and linearly increasing shear strength profiles. Small displacement finite element predictions are compared with the available empirical, analytical and numerical solutions, and expressed in the familiar form of bearing capacity factors reflecting the coupling effects of the dimensionless parameters related to foundation internal opening, relative top layer thickness, strength difference between two layers, and strength non-homogeneity. The depth beyond which the shear strength of the bottom layer does not affect the bearing capacity, defined here as critical depth ratio, is identified. The failure mechanisms of ring foundations are also discussed in terms of the displacement pattern.

Original languageEnglish
Pages (from-to)47-57
Number of pages11
JournalOcean Engineering
Volume119
DOIs
Publication statusPublished - 2016 Jun 1

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Bearing capacity
Clay
Shear strength

All Science Journal Classification (ASJC) codes

  • Environmental Engineering
  • Ocean Engineering

Cite this

Lee, Joon Kyu ; Jeong, Sangseom ; Shang, Julie Q. / Undrained bearing capacity of ring foundations on two-layered clays. In: Ocean Engineering. 2016 ; Vol. 119. pp. 47-57.
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Undrained bearing capacity of ring foundations on two-layered clays. / Lee, Joon Kyu; Jeong, Sangseom; Shang, Julie Q.

In: Ocean Engineering, Vol. 119, 01.06.2016, p. 47-57.

Research output: Contribution to journalArticle

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