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- W2267066394 abstract "The ultimate anti-slide capacity for a submarine pipeline on the sloping seabed is one of the main concerns in the global buckling design. A mechanical-actuator facility has been designed and constructed for physical modeling of the axial pipe-soil interaction. The phenomenon of qpipe-tremblingq was observed in the process of the pipe's axial movement, which is more prone to occur for the smoother pipes. Based on dimensional analyses, a dimensionless factor is proposed to describe the anti-slide capacity of the pipeline on a sloping sandy seabed. Experimental results indicate that both the slope angle and the pipe roughness have much effect on the axial pipe-soil interaction behavior and eventually on the anti-slide capacity. Unlike the lateral pipe-soil interaction, the slope angle has slight effect on the axial soil resistance to the partially-embedded pipeline in the examined range of slope angle (-9d ~ +9d)." @default.
- W2267066394 created "2016-06-24" @default.
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- W2267066394 date "2015-06-21" @default.
- W2267066394 modified "2023-09-24" @default.
- W2267066394 title "Experimental study on the ultimate axial anti-slide capacity for a partially-embedded pipeline on the sloping sandy seabed" @default.
- W2267066394 hasPublicationYear "2015" @default.
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