Jeng, Dong-Sheng <br/><br/>
Structure-Seabed Interactions in Marine Environments 

 - Basel, Switzerland  MDPI - Multidisciplinary Digital Publishing Institute  2021 
 - 1 electronic resource (192 p.) 
<br/><br/> Open Access 
<br/><br/> 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 energy, and fish farming industry) as well as the damage to marine infrastructure that has occurred in the last two decades. To assist practical engineers in the design and planning of coastal geotechnical projects, a better understanding of the mechanisms of soil–structure interactions in marine environments is desired. This Special Issue reports the recent advances in the problems of structure–seabed interactions in marine environment and provides practical engineers and researchers with information on recent developments in this field. 
<br/><br/><br/>Creative Commons 
<br/><br/><br/>English 
<br/><br/><label>ISBN: </label>books978-3-0365-2206-7 9783036522050 9783036522067 
<br/><br/><label>Standard No.: </label>10.3390/books978-3-0365-2206-7  doi 
<br/><br/><label>Subjects--Topical Terms: </label><br/>Technology: general issues
<br/><br/><label>Subjects--Index Terms: </label>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 n/a