Analysis of a buried pipeline subjected to fault displacement: A DEM and FEM study

被引:49
作者
Rahman, Md. Aftabur [1 ,2 ]
Taniyama, Hisashi [1 ]
机构
[1] Saitama Univ, Grad Sch Sci & Engn, Dept Civil & Environm Engn, Saitama, Japan
[2] Chittagong Univ Engn & Technol, Dept Civil Engn, Chittagong, Bangladesh
关键词
Buried pipe; Discrete element method; Fault displacement; Soil-pipe interaction; Force-displacement; DESIGN; SLIP;
D O I
10.1016/j.soildyn.2015.01.011
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Buried pipelines are commonly used to transport oil, water, sewage, and natural gas and are referred as lifeline systems. The 3D discrete element method (DEM) analysis was carried out to examine the response of buried pipeline owing to fault movement. Approximately 1.8 million spherical particles, which were considered to represent soil and a hollow circular pipe, were placed at a shallow depth in the proposed numerical model. The DEM simulation was performed for the sedimentation of soil particles, and fault displacements were subsequently assigned to the model. The force-displacement relation between pipes and particles is important in the modeling and design of buried pipes in the vicinity of faults. The present study discusses the force-displacement relation between pipes and particles in the axial and vertical directions for fault movement. This relation reveals the strain softening behavior of particles near the fault crossing point. The interaction between soil particles and pipe elements can be understood from this numerical simulation. Particles push the pipes and have a greater effect near the rupture point Finally, a parametric study was performed using different pipe properties, and the responses were analyzed. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:49 / 62
页数:14
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