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Probability of Liquefaction and Reliability-Based Design for Ground Improvement
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.
Probability of Liquefaction and Reliability-Based Design for Ground Improvement
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.
Probability of Liquefaction and Reliability-Based Design for Ground Improvement
Nishimura, S. (Autor:in) / Shimizu, H. (Autor:in)
Geo-Frontiers Congress 2005 ; 2005 ; Austin, Texas, United States
09.10.2005
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Probability of liquefaction and reliability design for ground improvement
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