Advanced Search
  • 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
Volume 38 Issue zk1
Turn off MathJax
Article Contents
Abstract
References
MAN Xiao-lei, SHU Yi-ming, LI Shao-peng, HAO Xue-hang, YANG Fan, YU Cheng-liang. Experimental apparatus and methods for scour of seams between tubes of punctured geotube dam[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 238-243. DOI: 10.11779/CJGE2016S1044
Citation: MAN Xiao-lei, SHU Yi-ming, LI Shao-peng, HAO Xue-hang, YANG Fan, YU Cheng-liang. Experimental apparatus and methods for scour of seams between tubes of punctured geotube dam[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 238-243. DOI: 10.11779/CJGE2016S1044
shu

Experimental apparatus and methods for scour of seams between tubes of punctured geotube dam

  • College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China

More Information
  • Received Date: November 29, 2015
  • Published Date: March 24, 2016
    Graphical Abstract
    • Abstract
  • To simulate the scour of punctured geotube dam along the seams between tubes under wave action, a set of experimental study apparatus is designed. The apparatus mainly includes wave generator, pipeline, sand box and information collecting device. The related methods are put forward, including experimental materials and processes. Finally, the effectiveness of the apparatus and methods is validated, and it is verified that the scouring process of punctured geotube dam in different waves can be simulated by the apparatus.
    • FullText(HTML)
    • References (17)
  • [1]
    中国水利学会围涂开发专业委员会. 中国围海工程[M]. 北京:中国水利水电出版社, 2002. (Chinese Hydraulic Engineering Society Reclamation Development Professional Committee. Chinese reclamation engineering[M]. Beijing: China WaterPower Press, 2000. (in Chinese))
    [2]
    RECIO J, OUMERACI H. Effect of deformations on the hydraulic stability of coastal structures made of geotextile sand containers[J]. Geotextile and Geomembranes, 2007, 25(4/5): 278-292.
    [3]
    RECIO J, OUMERACI H. Processes affecting the hydraulic stability of coastal revetments made of geotextile sand containers[J]. Coastal Engineering, 2009, 56: 260-284.
    [4]
    VAN Steeg P, BEZUIJEN A. Large scale physical model tests on sand filled geotextile tubes and containers[C]// Proceedings of the 9th International Conference on Geosynthetics, Brazil, 2010.
    [5]
    SHIN E C, OH Y I. Analysis of geotextile tube behaviour by large-scale field model tests[J]. Geosynthetics International, 2003, 10(4): 134-141.
    [6]
    SHIN E C, OH Y I. Coastal erosion prevention by geotextile tube technology[J]. Geotextiles and Geomembranes, 2007, 25(4/5): 264-277.
    [7]
    MOO Young H K, DOUGLAS A G. Testing procedures to assess the viability of dewatering with geotextile tubes[J]. Geotextiles and Geomembranes, 2002, 20(5): 289-303.
    [8]
    KOERNER G R, KOERNER R M. Geotextile tube assessment using a hanging bag test[J]. Geotextiles and Geomembranes, 2006, 24(2): 129-137.
    [9]
    MUTHUKUMARAN A E, ILAMPARUTHI K. Laboratory studies on geotextile filters as used in geotextile tube dewatering[J]. Geotextiles and Geomembranes, 2006, 24(2): 210-219.
    [10]
    CHEW S H. Erosion stability of punctured geotextile filters subjected to cyclic wave loadings—a laboratory study[J]. Geotextiles and Geomembranes, 2003, 21(4): 221-239.
    [11]
    CHEN Jian-sheng, LIU Jian-gang, JIAO Yue-hong. Simulation study on the contact scouring development between underground layers[J]. Engineering Science, 2003, 5(7): 33-39.
    [12]
    MORTEZA Z, ABBAS Y B. Lagrangian coupling two-phase flow model to simulate current-induced scour beneath marine pipelines[J]. Applied Ocean Research, 2012, 38: 64-73.
    [13]
    毛昶熙, 段祥宝, 蔡金傍, 等. 堤基渗流无害管涌试验研究[J]. 水利学报, 2004(11): 46-54. (MAO Chang-xi, DUAN Xiang-bao, CAI Jin-bang, et al. Experimental study on harmless seepage piping in levee foundation[J]. Journal of Hydraulic Engineering, 2004(11): 46-54. (in Chinese))
    [14]
    毛昶熙, 段祥宝, 吴良骥. 砂砾土各级颗粒的管涌临界坡降研究[J]. 岩土力学, 2009, 30(12): 3705-3709. (MAO Chang-xi, DUAN Xiang-bao, WU Liang-ji. Study of critical gradient of piping for various grain sizes in sandy gravels[J]. Rock and Soil Mechanics, 2009, 30(12): 3705-3709. (in Chinese))
    [15]
    刘 杰, 崔亦昊, 谢定松. 江河大堤均匀砂基渗透破坏机理试验研究[J]. 岩土工程学报, 2008, 30(5): 642-645. (LIU Jie, CUI Yi-hao, XIE Ding-song. Failure mechanism of seepage in uniform sand foundation of river levee[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(5): 642-645. (in Chinese))
    [16]
    蔚成亮, 束一鸣, 曹明杰, 等. 管袋坝芯砂体沿袋间接缝运移规律试验研究[J]. 水利学报, 2014, 36(1): 5-9. (YU Cheng-liang, SHU Yi-ming, CAO Ming-jie, et al. Experimental research on migration law of core sand though seam between tubes of geotube dam[J]. Journal of Hydraulic Engineering, 2014, 36(1): 5-9. (in Chinese))
    [17]
    庄艳峰, 陈 轮, 许 齐, 等. 循环往复水流对反滤系统的作用机理研究[J]. 岩土力学, 2008, 29(7): 1773-1777. (ZHUANG Yan-feng, CHEN Lun, XU Qi, et al. Research on effect mechanism of cyclic flow on filtration system [J]. Rock and Soil Mechanics, 2008, 29(7): 1773-1777. (in Chinese))
    • Related Articles
  • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return