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滩涂区超大口径柔性管道强夯动力响应分析

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为了研究大型埋地管道在周边强夯施工环境下的力学性能和相应的减隔振防护措施,文中结合上海市浦东新区某滩涂区超大口径柔性管道建设项目实际情况和强夯作业特点,采用LS-DYNA有限元软件构建了夯锤-土体-管道-管槽-水体耦合三维数值仿真分析模型,并以变参数的方式针对该埋地管道在强夯作业下的振动响应情况开展了数值仿真分析.文中研究了夯锤落点管距和夯击能等施工变量,桩基、U型钢筋混凝土管槽、管内水体等设计元素对管道振动的影响效果;对该工程项目中的埋地管道振动响应施工保护措施提出了建议.研究成果对未来滩涂区埋地管道工程设计、施工具有重要的借鉴价值.
Dynamic Response Analysis of Super-large Diameter Flexible Pipeline Dynamic Compaction in Beach Area
In order to investigate the mechanical performance and corresponding vibration isolation measures of large buried pipelines under the environment of surrounding dynamic compaction construction,this study combined the actual conditions and characteristics of a large-caliber flexible pipeline construction project in the Pudong New Area of Shanghai.The LS-DYNA finite element software was used to construct a three-dimensional numerical simulation model of the hammer-soil-pipeline-pipe trench-water system coupling.By employing variable parameters,numerical simulation analysis was conducted to examine the vibration response of the buried pipeline under dynamic compaction operations.The study investigated the effects of construction variables such as hammer impact point-pipe distance and impact energy,as well as design elements like pile foundations,U-shaped rein-forced concrete pipe trenches,and water inside the pipe on pipeline vibration.Suggestions for construction protective measures regarding vibration response of the buried pipeline in this engineering project were proposed.The research findings have signifi-cant reference value for the design and construction of future buried pipeline projects in beach areas.

dynamic compactionpipelinedynamic responsefinite element calculationvibrationLS-DYNA

孔维耀、李杨、孔庆钊、熊冰

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上海市政工程设计研究总院(集团)有限公司

同济大学土木工程学院

强夯 管道 动力响应 有限元计算 振动 LS-DYNA

上海市政工程设计研究总院(集团)有限公司院内项目上海市科委社会发展科技攻关项目

K20221DZ1204400

2024

管道技术与设备
沈阳仪表科学研究院

管道技术与设备

影响因子:0.504
ISSN:1004-9614
年,卷(期):2024.(5)
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