Grouted gravel column-supported highway embankment over soft clay: Case study

Hanlong Liu*, Gangqiang Kong, Jian Chu, Xuanming Ding

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

54 Citations (Scopus)

Abstract

In this paper, a simplified column construction method—the so-called grouted gravel column—and its application to construction of embankments over soft ground are introduced. The construction method, quality assurance (QA), and quality control (QC) of the grouted gravel columns are described. A case study on the application of this method to a highway embankment in China is also presented. The case study shows that about 50% of surface settlement and 60% of the differential settlement between the column head and soil occurred during the construction of the embankment. The column to soil stress ratio was 8.0 for columns with caps and 4.2 for columns without caps. Static load tests were also conducted to assess the bearing capacity of the columns.

Original languageEnglish
Pages (from-to)1725-1733
Number of pages9
JournalCanadian Geotechnical Journal
Volume52
Issue number11
DOIs
Publication statusPublished - Apr 28 2015
Externally publishedYes

Bibliographical note

Publisher Copyright:
© 2015, National Research Council of Canada, All Rights Reserved.

ASJC Scopus Subject Areas

  • Civil and Structural Engineering

Keywords

  • Case study
  • Field test
  • Grouted gravel column
  • Highway embankment
  • Soft soils

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