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滑坡区域管道不同穿越模式的力学响应与影响因素分析

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针对油气管道穿越滑坡区域发生力学响应的问题,先采用有限元分析进行初步研究,然后再针对滑坡区域内不同穿越模式的管道力学响应特征影响因素展开了深入研究.研究结果表明:管道纵向穿越滑坡区域时,由于管土之间的摩擦力作用,管道会在上部形成拉应力集中区,下部形成压应力集中区,且相较于管道管径、土体密度而言,管道在土体中的埋置深度对管道应力与应变影响更大;管道横向穿越滑坡区域时,管道侧向位移的最大值出现在滑坡区域的中部位置,管道应力最大值出现在滑坡区内靠近滑坡区域边界的位置,此外滑坡区域宽度、管径、埋置深度、土体密度等因素对管道侧向位移及应力的影响程度依次减小.
Mechanical response analysis and influencing factors of different crossing modes of pipeline in landslide area
Aiming at the mechanical response of oil and gas pipelines crossing landslide areas,the finite element analysis is used to conduct a preliminary study,and then the influencing factors of the mechanical response characteristics of pipelines with different crossing modes in landslide areas are further studied.The results show that when the pipeline traverses the landslide area longitudinally,due to the friction between the pipe and soil,the pipeline will form a tensile stress concentration zone in the upper part and a compressive stress concentration zone in the lower part,and the buried depth of the pipeline in the soil has a greater impact on the stress and strain of the pipeline than the pipe diameter and soil density.When the pipeline crosses the landslide area laterally,the maximum lateral displacement of the pipeline appears in the middle of the landslide area,while the maximum stress of the pipeline appears near the boundary of the landslide area.In addition,the influences of factors such as the width of the landslide area,pipe diameter,buried depth,soil density and other factors on the lateral displacement and stress of the pipeline decrease successively.

pipelinelandslidecrossing modefinite element analysismechanical response characteristics

高冬辰、伍国军、杨典森

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武汉大学土木建筑工程学院,湖北武汉 430072

中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室,湖北武汉 430071

管道 滑坡 穿越模式 有限元分析 力学响应特征

2024

武汉大学学报(工学版)
武汉大学

武汉大学学报(工学版)

CSTPCD北大核心
影响因子:0.621
ISSN:1671-8844
年,卷(期):2024.57(8)
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