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Coastal Geohazard and Offshore Geotechnics
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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.
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Keywords
- ambient vibration
- artificial neural network (ANN)
- bottom-supported foundation
- bridge scour
- buoyancy
- buried pipeline
- cable-stayed bridge
- coastal-embankment slope
- current velocity
- damage statistical constitutive model
- dense seabed foundation
- discrete element simulation
- dynamic loading
- dynamic responses
- FEM
- field application
- field test
- FSSI-CAS 2D
- giant submarine landslides
- groundwater fluctuation
- Himalayan orogeny
- hydrate-bearing sediments
- hypoplastic model
- Identification
- immersed tunnel
- impedances
- k-ε model
- k-ε turbulence model
- lateral cyclic loading
- lateral displacement
- liquefaction
- local radial basis functions collocation method
- matric suction
- meshfree model
- micro-confined aquifer
- mode shape
- model test
- monopile
- monopiles
- multi-field coupling
- multilayered
- n/a
- natural frequency
- Numerical analysis
- numerical study
- offshore deposits
- Offshore wind turbines
- open-ended pile
- oscillatory liquefaction
- pore pressure
- pore-pressure accumulation
- porous seabed
- Principal stress rotation
- pumping well test
- rainfall infiltration
- random searching algorithm
- RANS equations
- repeated submarine landslides
- resonance of submarine pipeline
- response surface method (RSM)
- Reynolds-Averaged Navier-Stokesequations
- rock-socketed piles
- scour
- seabed liquefaction
- seabed response
- seepage flow
- seismic dynamics
- shelf break
- silty sand
- soft clay
- Soil erosion
- soil plug
- South China Sea
- Stability
- stratum deformation
- stress history
- submarine pipeline
- superstructure
- Technology, engineering, agriculture
- Technology: general issues
- three-phase soil model
- trench
- unsaturated soil
- wave (current)-induced soil response
- wave action
- wave motion
- wave-current-seabed interaction
- wave-soil-pipeline interactions
- wave–current–seabed interaction
- wellbore stability
Links
DOI: 10.3390/books978-3-0365-0275-5Editions