00775nam0-22002891i-450-99000164149040332120050407151915.0000164149FED01000164149(Aleph)000164149FED0100016414920030910d1872----km-y0itay50------bafreDe l'ureephysiologie - chimie - dosageMarc BoymondParisJ.B. Bailliere1872162 p.24 cmPatologia umanaAnalisi diagnostica616.075 6Boymond,Marc70435ITUNINARICAUNIMARCBK99000164149040332160 616.075 6 B 2176FAGBCFAGBCDe l'uree367989UNINA03704nam 2200961z- 450 991055769380332120220111(CKB)5400000000044593(oapen)https://directory.doabooks.org/handle/20.500.12854/76948(oapen)doab76948(EXLCZ)99540000000004459320202201d2021 |y 0engurmn|---annantxtrdacontentcrdamediacrrdacarrierStructure-Seabed Interactions in Marine EnvironmentsBasel, SwitzerlandMDPI - Multidisciplinary Digital Publishing Institute20211 online resource (192 p.)3-0365-2205-0 3-0365-2206-9 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.Technology: general issuesbicsscBiot's equationsconsolidation effectconstitutive modelcritical hydraulic gradientcyclic mobilitydisturbance functiondisturbed state conceptdual-stage Eulerian-Lagrangian techniqueexcess pore pressureexcess pore water pressurefinite element analysisfluidization degreefoundation trenchfractional orderhybrid Lagrangian-ALE methodimmersed tunnelin situ testirregular waveliquefactionliquefied submarine sedimentslocal radial basis function collocation methodmarine structuresmesh-free modelmultiphase theoryn/anumerical modelingnumerical modellingoscillatory liquefactionpile jackingpile set-upRANS equationsreductionresuspensionrheological characteristicssandsaturated fine-grained soilscourseabedsediment transportseepage failureside shear resistanceslope stabilitysoilsolitary wavespudcanstiffnessvoid ratiowave-seabed-structure interactionsTechnology: general issuesJeng Dong-Shengedt1060662Guo ZhenedtHong YiedtJeng Dong-ShengothGuo ZhenothHong YiothBOOK9910557693803321Structure-Seabed Interactions in Marine Environments3022620UNINA