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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| Формат: | Online |
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| Язык: | английский |
| Опубликовано: |
MDPI - Multidisciplinary Digital Publishing Institute
2022
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| Предметы: | |
| Online-ссылка: | ONIX_20220111_9783036522050_780 |
| Метки: |
Нет меток, Требуется 1-ая метка записи!
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| _version_ | 1869528291562487808 |
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| collection | Directory of Open Access Books |
| description | 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. |
| format | Online |
| id | doab-20.500.12854ir-76948 |
| institution | Directory of Open Access Books |
| language | eng |
| publishDate | 2022 |
| publishDateRange | 2022 |
| publishDateSort | 2022 |
| publisher | MDPI - Multidisciplinary Digital Publishing Institute |
| publisherStr | MDPI - Multidisciplinary Digital Publishing Institute |
| record_format | ojs |
| spelling | doab-20.500.12854ir-769482024-04-09T23:15:41Z Structure-Seabed Interactions in Marine Environments Jeng, Dong-Sheng Guo, Zhen Hong, Yi 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 thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues 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. 2022-01-11T13:47:21Z 2022-01-11T13:47:21Z 2021 book ONIX_20220111_9783036522050_780 9783036522050 9783036522067 https://directory.doabooks.org/handle/20.500.12854/76948 eng image/jpeg Attribution 4.0 International https://mdpi.com/books/pdfview/book/4539 https://mdpi.com/books/pdfview/book/4539 MDPI - Multidisciplinary Digital Publishing Institute 10.3390/books978-3-0365-2206-7 10.3390/books978-3-0365-2206-7 46cabcaa-dd94-4bfe-87b4-55023c1b36d0 9783036522050 9783036522067 192 Basel, Switzerland open access |
| spellingShingle | 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 thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues Structure-Seabed Interactions in Marine Environments |
| title | Structure-Seabed Interactions in Marine Environments |
| title_full | Structure-Seabed Interactions in Marine Environments |
| title_fullStr | Structure-Seabed Interactions in Marine Environments |
| title_full_unstemmed | Structure-Seabed Interactions in Marine Environments |
| title_short | Structure-Seabed Interactions in Marine Environments |
| title_sort | structure seabed interactions in marine environments |
| topic | 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 thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues |
| topic_facet | 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 thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues |
| url | ONIX_20220111_9783036522050_780 |