Pipe-soil horizontal dynamic stiffness in soft soils

被引：0

作者：

Orozco, Marcos ^{[1
]}

Foray, Pierre ^{[1
]}

Nauroy, Jean-Francois ^{[2
]}

机构：

[1] Inst Natl Polytech Grenoble, Lab 3S R, Grenoble, France

[2] IFP Energies Nouvelles, Rueil Malmaison, France

来源：

PROCEEDINGS OF THE SEVENTEENTH (2007) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 1- 4, PROCEEDINGS | 2007年

关键词：

pipe-soil interaction; horizontal stiffness; soft soils; Steel Catenary Riser; artificial soils;

D O I：

暂无

中图分类号：

TE [石油、天然气工业]; TK [能源与动力工程];

学科分类号：

0807 ; 0820 ;

摘要：

The marine pipelines or Steel Catenary Risers installed in deep offshore sediments are subject to significant cyclic loadings, mainly at the touch down point, where structural damage is often created. Because of this, it is important to study pipe-soil interaction in greater detail. This paper presents the results of experiments carried out using a half-scale model on an artificial soft soil, with emphasis on the influence of the different parameters on the horizontal pipe-soil stiffness. The parameters are the cyclic horizontal amplitude, the number of cycles and the weight of the pipe.

引用

页码：1193 / +

页数：2

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