Effective depth of vaccum preloading

J. Chu*, S. W. Yan

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

8 Citations (Scopus)

Abstract

Vacuum preloading is one of the methods that can be used to improve the engineering properties of soft clay. However, there is a misconception that the vacuum preloading method is only effective for soil within a depth of 10 m, as the maximum depth for water lifting using vacuum is 10 m. In this paper, the mechanisms of water lifting and vacuum preloading are examined and the differences between the two processes are explained. A simple physical model is used to demonstrate that the effective depth of vacuum preloading is not related to the maximum depth for water lifting. Two case studies are also presented to illustrate that in practice the vacuum preloading method can be used effectively for soil as deep as 20 m.

Original languageEnglish
Pages (from-to)1-8
Number of pages8
JournalLowland Technology International
Volume8
Issue number2
Publication statusPublished - Dec 2006
Externally publishedYes

ASJC Scopus Subject Areas

  • General Engineering

Keywords

  • Compressibility
  • Consolidation
  • Pore water pressure
  • Preloading
  • Soil improvement

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