Criteria for Design of Piled Foundations in Seismically Liquefiable Areas (original) (raw)

2004

Abstract

Collapse and/or severe damage to pile-supported structures are still observed in liquefiable soils after most major earthquakes. Therefore this remains a great concern to the earthquake engineering community. This paper critically reviews the current understanding of pile failure in seismically liquefiable soils. The plausible failure mechanisms of these foundations that have been identified so far are summarised. Essential criteria for design of pile foundations have been proposed.

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