Viscous fluid characteristics of liquefied soils and behavior of piles subjected to flow of liquefied soils

Lateral movement of sloping ground due to flow liquefaction has caused many pile foundations to fail, especially those in ports and harbor structures. Several researchers have found and verified that the behavior of liquefied soils can be simulated appropriately by modeling the liquefied soils as vi...

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Veröffentlicht in:	Soil dynamics and earthquake engineering (1984) 2006-02, Vol.26 (2), p.313-323
Hauptverfasser:	Hwang, Jae-Ik, Kim, Chang-Yeop, Chung, Choong-Ki, Kim, Myoung-Mo
Format:	Artikel
Sprache:	eng
Schlagworte:	Earth sciences Earth, ocean, space Earthquakes, seismology Engineering and environment geology. Geothermics Engineering geology Exact sciences and technology Flow liquefaction Infinite slope Internal geophysics Natural hazards: prediction, damages, etc Numerical analysis Pile Viscosity of liquefied soil
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