Structure-Seabed Interactions in Marine Environments

Structure-Seabed Interactions in Marine Environments

The phenomenon of soil-structure interactions in marine environments has attracted great attention from coastal geotechnical engineers in recent years. One of the reasons for the growing interest is the rapid development of marine resources (such as in the oil and gas industry, marine renewable ener...

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Bibliographische Detailangaben
Weitere Verfasser: Jeng, Dong-Sheng (HerausgeberIn), Guo, Zhen (HerausgeberIn), Hong, Yi (HerausgeberIn)
Format: Buchkapitel
Veröffentlicht: Basel, Switzerland MDPI - Multidisciplinary Digital Publishing Institute 2021
Schlagworte:
Technology: general issues
wave-seabed-structure interactions
mesh-free model
local radial basis function collocation method
oscillatory liquefaction
irregular wave
sand
void ratio
disturbed state concept
disturbance function
constitutive model
seepage failure
critical hydraulic gradient
excess pore pressure
fluidization degree
resuspension
soil
liquefaction
fractional order
cyclic mobility
spudcan
stiffness
reduction
finite element analysis
dual-stage Eulerian-Lagrangian technique
slope stability
immersed tunnel
solitary wave
foundation trench
numerical modeling
scour
marine structures
numerical modelling
sediment transport
Biot's equations
multiphase theory
RANS equations
seabed
in situ test
liquefied submarine sediments
rheological characteristics
pile jacking
consolidation effect
saturated fine-grained soil
excess pore water pressure
pile set-up
side shear resistance
hybrid Lagrangian-ALE method
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