Physical modeling of untrenched submarine pipeline instability. (2003)
Gao, F. P., Gu, X. Y., Jeng, Dong Sheng
Wave-induced instability of untrenched pipeline on sandy seabed is a wave soil pipeline' coupling dynamic problem. To explore the mechanism of the pipeline instability, the hydrodynamic loading with...
Gao, F. P., Jeng, Dong Sheng, Sekiguchi, H.
The wave-seabed-pipeline interaction problem is particularly important for coastal geotechnical engineers involved in the design of submarine pipelines. Most previous investigations have only...
Physical modeling of untrenched submarine pipeline instability. (2003)
Gao, F. P., Gu, X. Y., Jeng, Dong Sheng
Wave-induced instability of untrenched pipeline on sandy seabed is a wave soil pipeline' coupling dynamic problem. To explore the mechanism of the pipeline instability, the hydrodynamic loading with...
Gao, F. P., Jeng, Dong Sheng, Sekiguchi, H.
The wave-seabed-pipeline interaction problem is particularly important for coastal geotechnical engineers involved in the design of submarine pipelines. Most previous investigations have only...
Physical modeling of untrenched submarine pipeline instability. (2003)
Gao, F. P., Gu, X. Y., Jeng, Dong Sheng
Wave-induced instability of untrenched pipeline on sandy seabed is a wave soil pipeline' coupling dynamic problem. To explore the mechanism of the pipeline instability, the hydrodynamic loading with...
Gao, F. P., Jeng, Dong Sheng, Sekiguchi, H.
The wave-seabed-pipeline interaction problem is particularly important for coastal geotechnical engineers involved in the design of submarine pipelines. Most previous investigations have only...
Physical modeling of untrenched submarine pipeline instability. (2003)
Gao, F. P., Gu, X. Y., Jeng, Dong Sheng
Wave-induced instability of untrenched pipeline on sandy seabed is a wave soil pipeline' coupling dynamic problem. To explore the mechanism of the pipeline instability, the hydrodynamic loading with...
Gao, F. P., Jeng, Dong Sheng, Sekiguchi, H.
The wave-seabed-pipeline interaction problem is particularly important for coastal geotechnical engineers involved in the design of submarine pipelines. Most previous investigations have only...
An experimental study for wave-induced instability of pipelines: The breakout of pipelines (2002)
Gao, F. P., Gu, X. Y., Jeng, Dong Sheng, Teo, Liza
In this paper, a series of experiments have been conducted in a U-shaped oscillatory flow tunnel, which provides a more realistic simulation than the previous actuator loading methods. Based on the...
An experimental study for wave-induced instability of pipelines: The breakout of pipelines (2002)
Gao, F. P., Gu, X. Y., Jeng, Dong Sheng, Teo, Liza
In this paper, a series of experiments have been conducted in a U-shaped oscillatory flow tunnel, which provides a more realistic simulation than the previous actuator loading methods. Based on the...
An experimental study for wave-induced instability of pipelines: The breakout of pipelines (2002)
Gao, F. P., Gu, X. Y., Jeng, Dong Sheng, Teo, Liza
In this paper, a series of experiments have been conducted in a U-shaped oscillatory flow tunnel, which provides a more realistic simulation than the previous actuator loading methods. Based on the...
An experimental study for wave-induced instability of pipelines: The breakout of pipelines (2002)
Gao, F. P., Gu, X. Y., Jeng, Dong Sheng, Teo, Liza
In this paper, a series of experiments have been conducted in a U-shaped oscillatory flow tunnel, which provides a more realistic simulation than the previous actuator loading methods. Based on the...