Finite element analysis of lattice-shaped ground improvement by cement-mixing for liquefaction mitigation

Tsutomu Namikawa, Junichi Koseki, Yoshio Suzuki

Research output: Contribution to journalArticle

27 Citations (Scopus)

Abstract

The dynamic behavior of lattice-shaped ground improvements by mixing with cement was investigated using numerical analysis. Three-dimensional effective stress finite-element analyses were conducted to examine the effects of dimension and strength of the improved ground on the potential for liquefaction mitigation. In these analyses, both elastic and elasto-plastic models were used for expressing the behavior of the improved ground, where the elasto-plastic model can describe the post-peak stress-strain behavior of cement-treated soils. The numerical results suggested that the improvement area ratio and the elastic modulus of the cement-treated soil affect the potential of the improved ground for liquefaction mitigation. Moreover, numerical analysis using the elasto-plastic model showed that partial failure of the improved ground causes no considerable reduction in the potential for liquefaction mitigation. Since such partial failure of improved ground can be taken into account appropriately, the analysis using the elasto-plastic model provides an adequate solution for the performance-based design of a lattice-shaped ground improvement.

Original languageEnglish
Pages (from-to)559-576
Number of pages18
JournalSoils and Foundations
Volume47
Issue number3
Publication statusPublished - 2007
Externally publishedYes

Fingerprint

ground improvement
Liquefaction
liquefaction
Cements
cement
mitigation
plastic
Soil cement
Plastics
Finite element method
Numerical analysis
elastic modulus
effective stress
soil
Elastic moduli
analysis

Keywords

  • Cement-mixing
  • Finite element method
  • Ground improvement
  • Liquefaction
  • Mitigation
  • Seismic response analysis (IGC: E8)

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology
  • Civil and Structural Engineering

Cite this

Finite element analysis of lattice-shaped ground improvement by cement-mixing for liquefaction mitigation. / Namikawa, Tsutomu; Koseki, Junichi; Suzuki, Yoshio.

In: Soils and Foundations, Vol. 47, No. 3, 2007, p. 559-576.

Research output: Contribution to journalArticle

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