Add to ORKGThe analysis of an offshore pipeline buried in a porous seabed was discussed. Finite element analysis was used. Wave induced-pore pressure and internal stresses were studied. Results showed that a cover layer of coarser material than the surrounding soil significantly increases the soil stability in the vicinity of the pipeline and induces higher pore pressure
The evaluation of the wave-induced pore pressure around a buried pipeline is particularly important ...
Seabed instability around a pipeline is one of the primary concerns in offshore pipeline projects. T...
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...
The evaluation of pore pressure in the vicinity of an offshore buried pipeline is particularly impor...
The evaluation of pore pressure in the vicinity of an offshore buried pipeline is particularly impor...
Soil surrounding a submarine buried pipeline consolidates as ocean waves propagate over the seabed s...
This thesis contains the results of an experimental investigation conducted to ; 1) evaluate the eff...
The stability of submarine pipelines has been extensively studied by coastal engineers in recent yea...
In this paper a three-dimensional numerical model is developed to analyze the ocean wave-induced sea...
In this paper a three-dimensional numerical model is developed to analyze the ocean wave-induced sea...
In this paper, a three-dimensional numerical model is developed to analyze the ocean wave-induced se...
The main objective of this paper is to investigate the wave-induced dynamic response of seabed aroun...
The evaluation of the wave-induced pore pressure around a buried pipeline is particularly important ...
The main objective of this paper is to investigate the wave-induced dynamic response of seabed aroun...
The evaluation of the wave-induced pore pressure around a buried pipeline is particularly important ...
Seabed instability around a pipeline is one of the primary concerns in offshore pipeline projects. T...
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...
The evaluation of pore pressure in the vicinity of an offshore buried pipeline is particularly impor...
The evaluation of pore pressure in the vicinity of an offshore buried pipeline is particularly impor...
Soil surrounding a submarine buried pipeline consolidates as ocean waves propagate over the seabed s...
This thesis contains the results of an experimental investigation conducted to ; 1) evaluate the eff...
The stability of submarine pipelines has been extensively studied by coastal engineers in recent yea...
In this paper a three-dimensional numerical model is developed to analyze the ocean wave-induced sea...
In this paper a three-dimensional numerical model is developed to analyze the ocean wave-induced sea...
In this paper, a three-dimensional numerical model is developed to analyze the ocean wave-induced se...
The main objective of this paper is to investigate the wave-induced dynamic response of seabed aroun...
The evaluation of the wave-induced pore pressure around a buried pipeline is particularly important ...
The main objective of this paper is to investigate the wave-induced dynamic response of seabed aroun...
The evaluation of the wave-induced pore pressure around a buried pipeline is particularly important ...
Seabed instability around a pipeline is one of the primary concerns in offshore pipeline projects. T...
Experiments on three types of soil (d(50) = 0.287, 0.057 and 0.034 mm) with pipeline(D = 4 cm) eithe...