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透水管桩技术研究进展

曾超峰, 薛秀丽, 梅国雄

曾超峰, 薛秀丽, 梅国雄. 透水管桩技术研究进展[J]. 岩土工程学报, 2017, 39(z2): 228-231. DOI: 10.11779/CJGE2017S2055
引用本文: 曾超峰, 薛秀丽, 梅国雄. 透水管桩技术研究进展[J]. 岩土工程学报, 2017, 39(z2): 228-231. DOI: 10.11779/CJGE2017S2055
ZENG Chao-feng, XUE Xiu-li, MEI Guo-xiong. A review of recent advances in permeable pipe pile[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 228-231. DOI: 10.11779/CJGE2017S2055
Citation: ZENG Chao-feng, XUE Xiu-li, MEI Guo-xiong. A review of recent advances in permeable pipe pile[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 228-231. DOI: 10.11779/CJGE2017S2055

透水管桩技术研究进展  English Version

基金项目: 国家自然科学基金项目(51322807,41672296,51708206,11602083); 广西自然科学基金创新研究团队项目(2016GXNSFGA380008); 湖南省自然科学基金项目(2016JJ6044); 湖南省教育厅项目(15C0557); 天津大学滨海土木工程结构与安全教育部重点实验室开放课题(2017-KF03)
详细信息
    作者简介:

    曾超峰(1987-),男,博士后,讲师,硕士生导师,从事岩土工程教学与科研工作。E-mail: cfzeng@hnust.edu.cn。

    通讯作者:

    梅国雄,E-mail:meiguox@163.com

A review of recent advances in permeable pipe pile

  • 摘要: 静压桩沉桩过程挤土效应一直困扰工程人员,如何加快沉桩引起的超静孔隙水压力消散是目前的研究热点。透水管桩通过沿桩身增设透水孔,联通土体释放超静孔隙水压力,可加速沉桩过程桩周土固结。透水管桩技术将控制沉桩挤土效应及加速超孔压消散的方法耦合至现有技术产品中,起到既实现控制效果,又提升工程效率并节省工程造价的目的,是结合了桩基和排水固结法的优点、极具潜力的一种主动、高效、资源节约导向的桩基施工与地基处理工法。对透水管桩技术在国内外的研究进展进行分析,总结了透水管桩承载性能、透水性能、透水性能优化等方面的研究成果,简要论述了存在的问题及今后的研究方向。
    Abstract: Soil compaction in the process of pile driving has always plagued engineers. How to speed up the dissipation of excess pore water pressure during the pile driving is the current research focus. The permeable pipe pile, which is featured by series of drainage hole distributed along the pile shaft, can accelerate the dissipation of excess pore water pressure and the soil consolidation. The effect ofreducing the soil compaction and speeding up the dissipation of excess pore water pressure during the pile driving is inherent in the service of permeable pipe pile, which can improve engineering efficiency and save project cost. The technique of permeable pipe pile, combining the advantage of pile foundation and drainage consolidation method, can apply to pile foundation construction and ground treatment with high economic efficiency. In this paper, a review of recent advances in permeable pipe pile is carried out, and the research results of the bearing performance, permeable performance, and drainage hole distribution optimization of permeable pipe pile are summarized. In the end, brief discussion of the existing problems and the future research direction in permeable pipe pile is conducted.
  • [1] 赵春风, 杜兴华, 赵 程, 等. 中掘预应力管桩挤土效应试验研究[J]. 岩土工程学报, 2013, 35(3): 415-421. (ZHAO Chun-feng, DU Xing-hua, ZHAO Cheng, et al. Squeezing effect of inner-digging prestressed piles[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(3): 415-421. (in Chinese))
    [2] 叶观宝, 张 振, 邢皓枫, 等. 组合型复合地基固结分析[J]. 岩土工程学报, 2011, 33(1): 45-49. (YE Guan-bao, ZHANG Zhen, XING Hao-feng, et al. Consolidation of combined composite foundation[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(1): 45-49. (in Chinese))
    [3] 刘汉龙. 一种抗液化排水刚性桩: 中国, ZL 2873886[P]. 2007. (LIU Han-long. An anti-liquefied rigid pile: Chinese Patent, ZL 2873886[P]. 2007. (in Chinese))
    [4] 梅国雄, 梅 岭, 张 乾. 自适应减压排水管桩及其制备工艺: 中国, ZL201110123235.6[P]. 2011. (MEI Guo-xiong, MEI Ling, ZHANG Qian. Adaptive decompression drainage pipe pile and its preparation process: Chinese Patent, ZL201110123235.6[P]. 2011. (in Chinese))
    [5] 戴郑新. 透水管桩承载性能研究[D]. 南京: 南京工业大学, 2015. (DAI Zheng-xin. Analysis of permeable pipe bearing capacity[D]. Nanjing: Nanjing University of Technology, 2015. (in Chinese))
    [6] 黄 勇, 王 军, 梅国雄. 透水管桩加速超静孔压消散的单桩模型试验研究[J]. 岩土力学, 2016, 37(10): 2893-2898, 2908. (HUANG Yong, WANG Jun, MEI Guo-xiong. Model experimental study of accelerating dissipation of excess pore water pressure in soil around a permeable pipe pile[J]. Rock and Mechanics, 2016, 37(10): 2893-2898, 2908. (in Chinese))
    [7] 黄 勇, 梅国雄, 王钰轲. 透水管桩的群桩沉桩室内模型试验研究[J]. 河北工程大学学报(自然科学版), 2016, 33(3): 18-23. (HUANG Yong, MEI Guo-xiong, WANG Yu-ke. Laboratory model experimental investigation of permeable pipe piles[J]. Journal of Hebei University of Engineering (Natural Science Edition), 2016, 33(3): 18-23. (in Chinese))
    [8] NI P, MANGALATHU S, MEI G, et al. Permeable piles: An alternative to improve the performance of driven piles[J]. Computers and Geotechnics, 2017, 84: 78-87.
    [9] 江苏省建筑安全监督总站. 苏建质安[2015]311号自适应减压排水管桩施工工法[S]. 南京: 江苏省建筑安全监督总站, 2015. (Sujianzhi'an [2015]311 Construction method for permeable pipe pile[S]. Nanjing: Building safety supervisory office of Jiangsu Province, 2015. (in Chinese))
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出版历程
  • 收稿日期:  2017-10-09
  • 发布日期:  2017-12-19

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