Theoretical Analysis and Experimental Research on Soil Deformation Due to Pipe-soil Interaction for Pipe-laying
The interaction between pipeline and soil is a difficult problem. This paper focused on the deformation of the seabed due to pipe-soil interaction during pipe-laying, and forecasted the phenomenon of surface upheaval and plastic flow of the surrounding soil with ABAQUS. A formula for predicting the height of upheaval was introduced. An experimental device was set up to analyze the failure mechanism of the soil, and good results were obtained.
Pipelay Pipe-soil interaction Upheaval Theoretical analysis Simulation ABAQUS
Han Feng Menglan Duan Deguo Wang Zhihui Hu He Tong Mingchen Ni Guangming Fu
College of Mechanical and transportation Engineering, China University of Petroleum, Beijing 102249, Department of Mechanics & Engineering Science, Fudan University, Shanghai 200433, China Submarine Technology Lab., Ocean Engineering Department, Federal University of Rio de Janeiro, RJ 68
国际会议
大连
英文
1458-1463
2011-10-19(万方平台首次上网日期,不代表论文的发表时间)