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 language | English |
|---|---|
| Pages (from-to) | 1271-1282 |
| Number of pages | 12 |
| Journal | Geotechnical Special Publication |
| Issue number | 130-142 |
| Publication status | Published - Apr 25 2005 |
| Event | Geo-Frontiers 2005 - Austin, TX, United States Duration: Jan 24 2005 → Jan 26 2005 |
ASJC Scopus subject areas
- Civil and Structural Engineering
- Architecture
- Building and Construction
- Geotechnical Engineering and Engineering Geology