Coastal Geohazard and Offshore Geotechnics
With rapid developments being made in the exploration of marine resources, coastal geohazard and offshore geotechnics have attracted a great deal of attention from coastal geotechnical engineers, with significant progress being made in recent years. Due to the complicated nature of marine environmne...
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| Format: | Book Chapter |
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Basel, Switzerland
MDPI - Multidisciplinary Digital Publishing Institute
2021
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| Online Access: | Get Fullteks DOAB: description of the publication |
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| LEADER | 06121naaaa2201381uu 4500 | ||
|---|---|---|---|
| 001 | doab_20_500_12854_76315 | ||
| 005 | 20220111 | ||
| 020 | |a books978-3-0365-0275-5 | ||
| 020 | |a 9783036502748 | ||
| 020 | |a 9783036502755 | ||
| 024 | 7 | |a 10.3390/books978-3-0365-0275-5 |c doi | |
| 041 | 0 | |a English | |
| 042 | |a dc | ||
| 072 | 7 | |a TB |2 bicssc | |
| 100 | 1 | |a Jeng, Dong-Sheng |4 edt | |
| 700 | 1 | |a Zhang, Jisheng |4 edt | |
| 700 | 1 | |a Kirca, V.S. Ozgur |4 edt | |
| 700 | 1 | |a Jeng, Dong-Sheng |4 oth | |
| 700 | 1 | |a Zhang, Jisheng |4 oth | |
| 700 | 1 | |a Kirca, V.S. Ozgur |4 oth | |
| 245 | 1 | 0 | |a Coastal Geohazard and Offshore Geotechnics |
| 260 | |a Basel, Switzerland |b MDPI - Multidisciplinary Digital Publishing Institute |c 2021 | ||
| 300 | |a 1 electronic resource (348 p.) | ||
| 506 | 0 | |a Open Access |2 star |f Unrestricted online access | |
| 520 | |a With rapid developments being made in the exploration of marine resources, coastal geohazard and offshore geotechnics have attracted a great deal of attention from coastal geotechnical engineers, with significant progress being made in recent years. Due to the complicated nature of marine environmnets, there are numerous natural marine geohazard preset throughout the world's marine areas, e.g., the South China Sea. In addition, damage to offshore infrastructure (e.g., monopiles, bridge piers, etc.) and their supporting installations (pipelines, power transmission cables, etc.) has occurred in the last decades. A better understanding of the fundamental mechanisms and soil behavior of the seabed in marine environments will help engineers in the design and planning processes of coastal geotechnical engineering projects. The purpose of this book is to present the recent advances made in the field of coastal geohazards and offshore geotechnics. The book will provide researchers with information reagrding the recent developments in the field, and possible future developments. The book is composed of eighteen papers, covering three main themes: (1) the mechanisms of fluid-seabed interactions and the instability associated with seabeds when they are under dynamic loading (papers 1-5); (2) evaluation of the stability of marine infrastructure, including pipelines (papers 6-8), piled foundation and bridge piers (papers 9-12), submarine tunnels (paper 13), and other supported foundations (paper 14); and (3) coastal geohazards, including submarine landslides and slope stability (papers 15-16) and other geohazard issues (papers 17-18). The editors hope that this book will functoin as a guide for researchers, scientists, and scholars, as well as practitioners of coastal and offshore engineering. | ||
| 540 | |a Creative Commons |f https://creativecommons.org/licenses/by/4.0/ |2 cc |4 https://creativecommons.org/licenses/by/4.0/ | ||
| 546 | |a English | ||
| 650 | 7 | |a Technology: general issues |2 bicssc | |
| 653 | |a wave motion | ||
| 653 | |a offshore deposits | ||
| 653 | |a seabed response | ||
| 653 | |a FEM | ||
| 653 | |a pore pressure | ||
| 653 | |a wave-current-seabed interaction | ||
| 653 | |a RANS equations | ||
| 653 | |a k-ε model | ||
| 653 | |a current velocity | ||
| 653 | |a seabed liquefaction | ||
| 653 | |a liquefaction | ||
| 653 | |a lateral displacement | ||
| 653 | |a response surface method (RSM) | ||
| 653 | |a artificial neural network (ANN) | ||
| 653 | |a wave action | ||
| 653 | |a silty sand | ||
| 653 | |a seepage flow | ||
| 653 | |a soil erosion | ||
| 653 | |a pore-pressure accumulation | ||
| 653 | |a three-phase soil model | ||
| 653 | |a immersed tunnel | ||
| 653 | |a trench | ||
| 653 | |a numerical study | ||
| 653 | |a porous seabed | ||
| 653 | |a pumping well test | ||
| 653 | |a groundwater fluctuation | ||
| 653 | |a stratum deformation | ||
| 653 | |a micro-confined aquifer | ||
| 653 | |a wave-current-seabed interaction | ||
| 653 | |a Reynolds-Averaged Navier-Stokesequations | ||
| 653 | |a buried pipeline | ||
| 653 | |a k-ε turbulence model | ||
| 653 | |a oscillatory liquefaction | ||
| 653 | |a wave-soil-pipeline interactions | ||
| 653 | |a meshfree model | ||
| 653 | |a local radial basis functions collocation method | ||
| 653 | |a hydrate-bearing sediments | ||
| 653 | |a damage statistical constitutive model | ||
| 653 | |a multi-field coupling | ||
| 653 | |a wellbore stability | ||
| 653 | |a bridge scour | ||
| 653 | |a identification | ||
| 653 | |a ambient vibration | ||
| 653 | |a field application | ||
| 653 | |a natural frequency | ||
| 653 | |a mode shape | ||
| 653 | |a superstructure | ||
| 653 | |a cable-stayed bridge | ||
| 653 | |a Principal stress rotation | ||
| 653 | |a dynamic loading | ||
| 653 | |a wave (current)-induced soil response | ||
| 653 | |a open-ended pile | ||
| 653 | |a soil plug | ||
| 653 | |a offshore wind turbines | ||
| 653 | |a lateral cyclic loading | ||
| 653 | |a model test | ||
| 653 | |a discrete element simulation | ||
| 653 | |a rock-socketed piles | ||
| 653 | |a monopiles | ||
| 653 | |a impedances | ||
| 653 | |a dynamic responses | ||
| 653 | |a buoyancy | ||
| 653 | |a bottom-supported foundation | ||
| 653 | |a field test | ||
| 653 | |a numerical analysis | ||
| 653 | |a giant submarine landslides | ||
| 653 | |a shelf break | ||
| 653 | |a South China Sea | ||
| 653 | |a Himalayan orogeny | ||
| 653 | |a repeated submarine landslides | ||
| 653 | |a coastal-embankment slope | ||
| 653 | |a stability | ||
| 653 | |a unsaturated soil | ||
| 653 | |a multilayered | ||
| 653 | |a matric suction | ||
| 653 | |a random searching algorithm | ||
| 653 | |a rainfall infiltration | ||
| 653 | |a scour | ||
| 653 | |a soft clay | ||
| 653 | |a monopile | ||
| 653 | |a stress history | ||
| 653 | |a hypoplastic model | ||
| 653 | |a submarine pipeline | ||
| 653 | |a dense seabed foundation | ||
| 653 | |a seismic dynamics | ||
| 653 | |a resonance of submarine pipeline | ||
| 653 | |a FSSI-CAS 2D | ||
| 653 | |a n/a | ||
| 856 | 4 | 0 | |a www.oapen.org |u https://mdpi.com/books/pdfview/book/3733 |7 0 |z Get Fullteks |
| 856 | 4 | 0 | |a www.oapen.org |u https://directory.doabooks.org/handle/20.500.12854/76315 |7 0 |z DOAB: description of the publication |