000 03865naaaa2200913uu 4500
001 https://directory.doabooks.org/handle/20.500.12854/76948
005 20220714194906.0
020 _abooks978-3-0365-2206-7
020 _a9783036522050
020 _a9783036522067
024 7 _a10.3390/books978-3-0365-2206-7
_cdoi
041 0 _aEnglish
042 _adc
072 7 _aTB
_2bicssc
100 1 _aJeng, Dong-Sheng
_4edt
_91580887
700 1 _aGuo, Zhen
_4edt
_9310336
700 1 _aHong, Yi
_4edt
_91623190
700 1 _aJeng, Dong-Sheng
_4oth
_91580887
700 1 _aGuo, Zhen
_4oth
_9310336
700 1 _aHong, Yi
_4oth
_91623190
245 1 0 _aStructure-Seabed Interactions in Marine Environments
260 _aBasel, Switzerland
_bMDPI - Multidisciplinary Digital Publishing Institute
_c2021
300 _a1 electronic resource (192 p.)
506 0 _aOpen Access
_2star
_fUnrestricted online access
520 _aThe 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.
540 _aCreative Commons
_fhttps://creativecommons.org/licenses/by/4.0/
_2cc
_4https://creativecommons.org/licenses/by/4.0/
546 _aEnglish
650 7 _aTechnology: general issues
_2bicssc
_9928609
653 _awave-seabed-structure interactions
653 _amesh-free model
653 _alocal radial basis function collocation method
653 _aoscillatory liquefaction
653 _airregular wave
653 _asand
653 _avoid ratio
653 _adisturbed state concept
653 _adisturbance function
653 _aconstitutive model
653 _aseepage failure
653 _acritical hydraulic gradient
653 _aexcess pore pressure
653 _afluidization degree
653 _aresuspension
653 _asoil
653 _aliquefaction
653 _afractional order
653 _acyclic mobility
653 _aspudcan
653 _astiffness
653 _areduction
653 _afinite element analysis
653 _adual-stage Eulerian-Lagrangian technique
653 _aslope stability
653 _aimmersed tunnel
653 _asolitary wave
653 _afoundation trench
653 _anumerical modeling
653 _ascour
653 _amarine structures
653 _anumerical modelling
653 _asediment transport
653 _aBiot's equations
653 _amultiphase theory
653 _aRANS equations
653 _aseabed
653 _ain situ test
653 _aliquefied submarine sediments
653 _arheological characteristics
653 _apile jacking
653 _aconsolidation effect
653 _asaturated fine-grained soil
653 _aexcess pore water pressure
653 _apile set-up
653 _aside shear resistance
653 _ahybrid Lagrangian-ALE method
653 _an/a
856 4 0 _awww.oapen.org
_uhttps://mdpi.com/books/pdfview/book/4539
_70
_zDOAB: download the publication
856 4 0 _awww.oapen.org
_uhttps://directory.doabooks.org/handle/20.500.12854/76948
_70
_zDOAB: description of the publication
999 _c3021458
_d3021458