管道(软件)
有限元法
山崩
管道运输
流离失所(心理学)
岩土工程
变形(气象学)
压力(语言学)
应力场
工程类
结构工程
石油工程
地质学
机械工程
心理学
语言学
海洋学
哲学
心理治疗师
作者
Taolong Xu,Xiaoling Ma,Xubin Lan,Hongye Jiang,JinRong Wang
标识
DOI:10.1016/j.ijpvp.2022.104780
摘要
By a coupled smoothed-particle hydrodynamics–finite element method (SPH-FEM), an oil–pipeline–soil multi-physics coupling model of an oil pipeline under the action of a landslide was established. The pipeline where internal pressure alone was considered and the pipeline when filled with oil exhibited typical damage behaviour of a pipeline under a landslide. When the pipeline was full of oil, the oil had a greater effect on the displacement and deformation of the pipeline. SPH-FEM models of load reduction, slide-resistant piles and a retaining wall were established. The limit state stress and displacement of the pipeline under these three anti-slide measures were compared. Load reduction and slide-resistant piles could prevent landslides, but the stress on the pipeline finally exceeded the limit state stress. When a retaining wall was laid in front of the pipeline, the pipeline was safe. The anti-slide scheme based on the retaining wall was therefore feasible.
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