Probability of liquefaction and reliability-based design for ground improvement

S. Nishimura, H. Shimizu

Research output: Contribution to journalConference article

Abstract

A calculation method for the probability of liquefaction is shown in this paper. The spatial variability of soil parameters for the liquefaction resistance and the statistical characteristics of earthquake occurrences are considered in the analysis. Furthermore, a reliability-based design of sand compaction piles for ground improvement is discussed.

Original languageEnglish
Pages (from-to)1271-1282
Number of pages12
JournalGeotechnical Special Publication
Issue number130-142
Publication statusPublished - Apr 25 2005
EventGeo-Frontiers 2005 - Austin, TX, United States
Duration: Jan 24 2005Jan 26 2005

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Architecture
  • Building and Construction
  • Geotechnical Engineering and Engineering Geology

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