Response of soil-pile-superstructure-quay wall system to lateral displacement under horizontal and vertical earthquake excitations

HIGHLIGHTS

• who: cwy from the Institute of Geotechnical Engineering, Nanjing Tech, Nanjing, China have published the research work: Response of soil-pile-superstructure-quay wall system to lateral displacement under horizontal and vertical earthquake excitations, in the Journal: (JOURNAL)
• what: One significant insight gained from 1995 Kobe earthquake is that the lateral displacement is a primary reason for the failure of piles. In this study, a coupled dynamic effective-stress analysis model is developed to simulate the centrifuge tests for the SPSQ system affected by liquefaction-induced soil flow (Tazoh et_al, 2008, 2010).
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