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BEHAVIOUR OF PILES IN LIQUEFIED DEPOSITS DURING EARTHQUAKES (2006)
Behaviour of piles in liquefied soils is discussed based on results of recent
studies in Japan including (a) field performance and damage features of piles observed in the 1995 Kobe earthquake, (b) experimental findings from benchmark tests on full-size piles, and (c) simplified design methodology for piles undergoing lateral spreading. Particular attention is given to the effects of large lateral displacements of liquefied soils and their modelling in a simplified analysis of piles.
studies in Japan including (a) field performance and damage features of piles observed in the 1995 Kobe earthquake, (b) experimental findings from benchmark tests on full-size piles, and (c) simplified design methodology for piles undergoing lateral spreading. Particular attention is given to the effects of large lateral displacements of liquefied soils and their modelling in a simplified analysis of piles.
Reference:
New Zealand Society for Earthquake Engineering Conference, 2006
New Zealand Society for Earthquake Engineering Conference, 2006
Organization:
Department of Civil & Natural Resources Engineering, University of Canterbury, Private Bag 4800, Christchurch, New Zealand
New Zealand
Department of Civil & Natural Resources Engineering, University of Canterbury, Private Bag 4800, Christchurch, New Zealand
New Zealand
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