Abstract
A probabilistic method to evaluate liquefaction potential based on uniform cyclic laboratory tests is developed. In this method, a peak shear stress reduction factor and a number of uniform cycles of load are paired to yield probabilities of initial liquefaction equivalent to that from nonuniform earthquake loading. An illustrative analysis is presented for a hypothetical site. The method is then used to analyze a case study of a site known to have liquefied during the 1981 Westmorland, CA earthquake.
Original language | English (US) |
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Pages (from-to) | 313-322 |
Number of pages | 10 |
Journal | Soil Dynamics and Earthquake Engineering |
Volume | 9 |
Issue number | 6 |
DOIs | |
State | Published - Nov 1990 |
Externally published | Yes |
Keywords
- case study
- design
- earthquake
- liquefaction
- probability
- sand
ASJC Scopus subject areas
- Civil and Structural Engineering
- Geotechnical Engineering and Engineering Geology
- Soil Science