• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊

回填软土中管道上浮力测试及计算方法

倪伟杰, 朱斌, 陈仁朋, 周建, 黄博

倪伟杰, 朱斌, 陈仁朋, 周建, 黄博. 回填软土中管道上浮力测试及计算方法[J]. 岩土工程学报, 2014, 36(3): 569-573. DOI: 10.11779/CJGE201403021
引用本文: 倪伟杰, 朱斌, 陈仁朋, 周建, 黄博. 回填软土中管道上浮力测试及计算方法[J]. 岩土工程学报, 2014, 36(3): 569-573. DOI: 10.11779/CJGE201403021
NI Wei-jie, ZHU Bin, CHEN Ren-peng, ZHOU Jian, HUANG Bo. Tests and methods for buoyancy of pipelines in backfill soft clay[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(3): 569-573. DOI: 10.11779/CJGE201403021
Citation: NI Wei-jie, ZHU Bin, CHEN Ren-peng, ZHOU Jian, HUANG Bo. Tests and methods for buoyancy of pipelines in backfill soft clay[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(3): 569-573. DOI: 10.11779/CJGE201403021

回填软土中管道上浮力测试及计算方法  English Version

基金项目: 国家自然科学基金项目(51179169,51225804,U1234204,51178427); 中央高校基本科研业务费专项资金项目(2012FZA4019)
详细信息
    作者简介:

    倪伟杰(1989- ),男,硕士研究生,主要从事管道工程等方面的研究。E-mail: niweijie89@163.com。

  • 中图分类号: TU43

Tests and methods for buoyancy of pipelines in backfill soft clay

  • 摘要: 管道已成为中国油气等流体输送的重要方式,在沿海软土地区中浅埋管道上浮事故屡有发生,严重威胁着能源生命线工程的安全。研发了一套回填软土中浅埋管道上浮力测试的装置及方法,针对常用输气管道开展了足尺模型试验,获得了不同扰动程度软土中的管-土相互作用及管道上浮力,揭示了回填软土中管道的上浮机理。基于多批次不同扰动程度软土中管道上浮力的测试结果,提出了与回填软土不排水剪强度相关的管道上浮力计算方法。
    Abstract: The pipeline has become an important way for the transmission of oil, gas and other fluid in China. However, floating accidents of shallow pipelines often occur in coastal soft clay areas, which seriously threaten the security of energy lifeline engineering. A set of test devices and methods for buoyancy of pipeline are proposed. Full scale model tests on commonly-used gas pipeline are carried out to get pipe-soil interaction and pipeline buoyancy in soft clay with different disturbance degrees, and then the mechanism of pipeline floating is revealed. Furthermore, a calculation method for prediction of buoyancy of pipelines, which is related to the undrained shear strength of backfill soft clay, is proposed based on the test results of buoyancy of pipelines in several batches of backfill soft clay with different disturbance degrees.
  • [1] 梅国雄, 宋林辉, 宰金珉. 地下水浮力折减试验研究[J]. 岩土工程学报, 2009, 31(9): 1476-1480. (MEI Guo-xiong, SONG Lin-hui, ZAI Jin-min. Experimental study on reduction of groundwater buoyancy[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(9): 1476-1480. (in Chinese))
    [2] 崔红军, 陆士强. 基坑围护结构承受的水压力计算理论的试验验证和分析[J]. 武汉大学学报, 2001, 34(1): 45-48. (CUI Hong-jun, LU Shi-qiang. Test verification and analysis of calculation theory of water pressure on bracing construction of foundation pit[J]. Journal of Wuhan University of Hydraulic and Electric Engineering, 2001, 34(1): 45-48. (in Chinese))
    [3] 张 彬, 李广信, 杨俊峰. 地下水浮力作用机理模型试验设计与实施[J]. 岩土工程技术, 2006, 20(3): 128-131. (ZHANG Bin, LI Guang-xin, YANG Jun-feng. The design and actualization for the model experiment on underground water uplift action mechanism[J]. Geotechnical Engineering Technique, 2006, 20(3): 128-131. (in Chinese))
    [4] 李广信, 吴剑敏. 浮力计算与黏土中的有效应力原理[J]. 岩土工程技术, 2003(2): 63-66. (LI Guang-xin, WU Jian-min. Calculation of uplift pressure on underground construction and effective stress principle in clay[J]. Geotechnical Engineering Technique, 2003(2): 63-66. (in Chinese))
    [5] 黄志仑. 关于地下建筑物的地下水扬力问题分析[J]. 岩土工程技术, 2002(5): 273-274. (HUANG Zhi-lun. Analysis of ground water's uplift pressure on underground construction[J]. Geotechnical Engineering Technique, 2002(5): 273-274. (in Chinese))
    [6] 张旷成, 丘建金. 关于抗浮设防水位及浮力计算问题的分析讨论[J]. 岩土工程技术, 2007, 21(1): 15-20. (ZHANG Kuang-cheng, QIU Jian-jin. Analysis and discussion on water level for prevention of up- floating and calculation of uplift pressure[J]. Geotechnical Engineering Technique, 2007, 21(1): 15-20. (in Chinese))
    [7] 周朋飞. 城市复杂环境下地下水浮力作用机理试验研究[D].北京: 中国地质大学, 2006. (ZHOU Peng-fei. Groundwater uplift mechanism under complex urban environment[D]. Beijing: China Geologic University, 2006. (in Chinese))
    [8] 张 乾, 宋林辉, 梅国雄. 黏土地基中的基础浮力模型试验[J]. 工程勘察, 2011(9): 37-41. (ZHANG Qian, SONG Lin-hui, MEI Guo-xiong. Model experiment on foundation buoyancy in clay[J]. Geotechnical Investigation & Surveying, 2011(9): 37-41. (in Chinese))
    [9] 崔 岩, 崔京浩, 吴世红. 地下结构浮力模型试验研究[J]. 特种结构, 1999, 16(1): 32-36. (CUI Yan, CUI Jing-hao, WU Shi-hong. Model test of underground structure buoyancy[J]. Special Structures, 1999, 16(1): 32-36. (in Chinese))
    [10] 崔 岩, 崔京浩, 吴世红, 等. 浅埋地下结构外水压折减系数试验研究[J]. 岩石力学与工程学报, 2000, 19(1): 82-84. (CUI Yan, CUI Jing-hao, WU Shi-hong, et al. Testing study of reducement factor for the pore water pressure of underground structure[J]. Chinese Journal of Rock Mechanics and Engineering, 2000, 19(1): 82-84. (in Chinese))
    [11] 向 科, 周顺华, 詹 超. 浅埋地下结构浮力模型试验研究[J]. 同济大学学报 (自然科学版), 2010, 38(3): 346-352. (XIANG Ke, ZHOU Shun-hua, ZHAN Chao. Model test study of buoyancy on shallow underground structure[J]. Journal of Tongji University (Natural Science), 2010, 38(3): 346-352. (in Chinese))
    [12] WONG I H. Methods of resisting hydrostatic uplift in substructures[J]. Tunneling and Underground Space Technology, 2001, 16(1): 77-86.
  • 期刊类型引用(8)

    1. 王子业,谭勇,龙莹莹. 不同渗漏位置下管道渗蚀物理模型试验及细观机理研究. 浙江大学学报(工学版). 2024(06): 1209-1220 . 百度学术
    2. 姬建,闫亚东,王涛,袁雪阳. 埋地管线破损-漏土诱发地面塌陷过程的流固耦合离散元模拟. 河海大学学报(自然科学版). 2024(04): 35-46 . 百度学术
    3. 张治国,程志翔,张孟喜,马少坤,陈杰,吴钟腾,李云正. 盾构隧道接缝漏损诱发水土流失模型试验及离散元分析. 中国公路学报. 2023(01): 162-175 . 百度学术
    4. 张玉,梁昊,林亮,周游,赵青松. 不同沉降方式下埋地管道力学响应试验研究. 岩土力学. 2023(06): 1645-1656 . 百度学术
    5. 潘泓,蔡磊,罗俊兴,曹洪,骆冠勇. 上细下粗富水复合砂层渗透破坏机制试验及初步工程应用研究. 岩石力学与工程学报. 2023(07): 1778-1788 . 百度学术
    6. 李林海,郭文娟,丁强,王光辉,高金良,关鹏,隋景林,张洪英,刁美玲. 基于高空间分辨率BOTDA的土体沉降监测研究. 哈尔滨商业大学学报(自然科学版). 2023(06): 702-708 . 百度学术
    7. 张治国,程志翔,陈杰,吴钟腾,李云正. 盾构隧道接缝渗漏水诱发既有管线变形模型试验. 隧道与地下工程灾害防治. 2022(03): 77-91 . 百度学术
    8. 梁志滔. 基于沉降速率划分的施工地表沉降预测方法. 测绘技术装备. 2021(02): 15-18 . 百度学术

    其他类型引用(8)

计量
  • 文章访问数:  496
  • HTML全文浏览量:  1
  • PDF下载量:  445
  • 被引次数: 16
出版历程
  • 收稿日期:  2013-04-06
  • 发布日期:  2014-03-19

目录

    /

    返回文章
    返回