The response on sandy seabed sediments to a harmonically oscillating water-table, with a special consideration of the wave-induced pore-pressure oscillations around a pipeline buried in seabed sediments, is studied in the present work experimentally and numerically. The aim of the analysis was: (1) to observe a true distribution pattern of the wave-induced pore-pressure oscillations acting on the pipeline outer surface, and (2) to verify small-scale test results using numerical computations performed for a wide range of saturation conditions of seabed sediments, under the assumption of a compressible two-phase medium compound of the pore-fluid and soil skeleton, as well as a finite thickness of a permeable seabed layer
Experiments on three types of soil (d(50) = 0.287, 0.057 and 0.034 mm) with pipeline(D = 4 cm) eithe...
Experiments on three types of soil (d(50) = 0.287, 0.057 and 0.034 mm) with pipeline(D = 4 cm) eithe...
Experiments on three types of soil (d(50) = 0.287, 0.057 and 0.034 mm) with pipeline(D = 4 cm) eithe...
The response on sandy seabed sediments to a harmonically oscillating water-table, with a special con...
The response on sandy seabed sediments to a harmonically oscillating water-table, with a special con...
The evaluation of the wave-induced seabed response around a buried pipeline has been widely studied....
The main objective of this paper is to investigate the wave-induced dynamic response of seabed aroun...
The main objective of this paper is to investigate the wave-induced dynamic response of seabed aroun...
Seabed instability around a pipeline is one of the primary concerns in offshore pipeline projects. T...
The evaluation of the wave-induced excess pore pressure around a buried pipeline is particularly imp...
In order to study the liquefaction of the seabed around the pipeline under wave loading, a two-dimen...
Experiments on three types of soil (d(50) = 0.287, 0.057 and 0.034 mm) with pipeline(D = 4 cm) eithe...
The water wave–induced pore pressure on a pipeline buried in a porous seabed is investigated. Unlike...
Experiments on three types of soil (d(50) = 0.287, 0.057 and 0.034 mm) with pipeline(D = 4 cm) eithe...
Experiments on three types of soil (d(50) = 0.287, 0.057 and 0.034 mm) with pipeline(D = 4 cm) eithe...
Experiments on three types of soil (d(50) = 0.287, 0.057 and 0.034 mm) with pipeline(D = 4 cm) eithe...
Experiments on three types of soil (d(50) = 0.287, 0.057 and 0.034 mm) with pipeline(D = 4 cm) eithe...
Experiments on three types of soil (d(50) = 0.287, 0.057 and 0.034 mm) with pipeline(D = 4 cm) eithe...
The response on sandy seabed sediments to a harmonically oscillating water-table, with a special con...
The response on sandy seabed sediments to a harmonically oscillating water-table, with a special con...
The evaluation of the wave-induced seabed response around a buried pipeline has been widely studied....
The main objective of this paper is to investigate the wave-induced dynamic response of seabed aroun...
The main objective of this paper is to investigate the wave-induced dynamic response of seabed aroun...
Seabed instability around a pipeline is one of the primary concerns in offshore pipeline projects. T...
The evaluation of the wave-induced excess pore pressure around a buried pipeline is particularly imp...
In order to study the liquefaction of the seabed around the pipeline under wave loading, a two-dimen...
Experiments on three types of soil (d(50) = 0.287, 0.057 and 0.034 mm) with pipeline(D = 4 cm) eithe...
The water wave–induced pore pressure on a pipeline buried in a porous seabed is investigated. Unlike...
Experiments on three types of soil (d(50) = 0.287, 0.057 and 0.034 mm) with pipeline(D = 4 cm) eithe...
Experiments on three types of soil (d(50) = 0.287, 0.057 and 0.034 mm) with pipeline(D = 4 cm) eithe...
Experiments on three types of soil (d(50) = 0.287, 0.057 and 0.034 mm) with pipeline(D = 4 cm) eithe...
Experiments on three types of soil (d(50) = 0.287, 0.057 and 0.034 mm) with pipeline(D = 4 cm) eithe...
Experiments on three types of soil (d(50) = 0.287, 0.057 and 0.034 mm) with pipeline(D = 4 cm) eithe...