Assessment of liquefaction potential based on peak ground motion parameters
Conventionally, evaluation of liquefaction potential of loose saturated cohesionless deposits as specified in Japanese design codes employs peak ground acceleration (PGA). However, recent large-scale earthquakes in Japan revealed that liquefaction at some sites did not occur even though large PGAs w...
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Veröffentlicht in: | Soil dynamics and earthquake engineering (1984) 2005-04, Vol.25 (3), p.225-240 |
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