A database for PGA threshold in liquefaction occurrence
Liquefaction exclusion criteria, based on peak ground acceleration (PGA) threshold value, are often included in seismic codes and recommendations. In this note, a rationale approach for setting the threshold is presented and a PGA limit of 0.09g was found. This value is derived from a statistical an...
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Veröffentlicht in: | Soil dynamics and earthquake engineering (1984) 2013-11, Vol.54, p.17-19 |
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Hauptverfasser: | , , , |
Format: | Artikel |
Sprache: | eng |
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Online-Zugang: | Volltext |
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Zusammenfassung: | Liquefaction exclusion criteria, based on peak ground acceleration (PGA) threshold value, are often included in seismic codes and recommendations. In this note, a rationale approach for setting the threshold is presented and a PGA limit of 0.09g was found. This value is derived from a statistical analysis of the background data used to create some common verification charts for the liquefaction problem. |
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ISSN: | 0267-7261 1879-341X |
DOI: | 10.1016/j.soildyn.2013.07.011 |