• 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
SUN Li-qiang, GUAN Ting-ting, GUO Wei, LU Jiang-xin, YAN Shu-wang, JIA Tian-qiang. Curving fitting method for design of geomembrane tubes[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(6): 1014-1020. DOI: 10.11779/CJGE201606006
Citation: SUN Li-qiang, GUAN Ting-ting, GUO Wei, LU Jiang-xin, YAN Shu-wang, JIA Tian-qiang. Curving fitting method for design of geomembrane tubes[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(6): 1014-1020. DOI: 10.11779/CJGE201606006

Curving fitting method for design of geomembrane tubes

More Information
  • Received Date: April 27, 2015
  • Published Date: June 24, 2016
  • Geomembrane tubes have been widely used to construct dikes, rubber dams and flood control structures. The analytical methods for the design of geomembrane tubes have been well developed. However, these methods cannot be used directly but have to operate using computer program. For the convenience of research and design, a curve fitting method is proposed to simplify the design process for the geomembrane tubes. The pumping pressure, tensile force and geometric parameters are dimensionless. Based on the computer program, the relation curves among the pumping pressure, tensile force and geometric parameters of geomembrane tubes are established. A set of simplified dimensionless design equations are then derived using the Chapman-Richard model. The validities of these curve fitting equations are verified using the results by others and large scale laboratory model tests. The proposed curve fitting equations can be used for the preliminary design of the geomembrane tube.
  • [1]
    SHIN E C, OH Y I. Coastal erosion prevention by geotextile tube technology[J]. Geotextiles and Geomembranes, 2007, 25(4/5): 264-277.
    [2]
    SILVESTER R, HSU J R C. Coastal stabilization[M]. Singapore: Word Scientific Publishing Co Pte Ltd, 1997.
    [3]
    LAWSON C R. Geotextile containment for hydraulic and environmental engineering[J]. Geosynthetics International, 2008, 15(6): 384-427.
    [4]
    YEE T W, LAWSON C R, WANG Z Y, et al. Geotextile tube dewatering of contaminated sediments, Tianjin Eco-City, China[J]. Geotextiles and Geomembranes, 2012, 31: 39-50.
    [5]
    CHU J, YAN S W, LI W. Innovative methods for dike construction-An overview[J]. Geotextiles and Geomembranes, 2012, 30: 35-42.
    [6]
    YAN S W, CHU J. Construction of an offshore dike using slurry filled geotextile mats[J]. Geotextiles and Geomembranes, 2010, 28: 422-432.
    [7]
    LESHCHINSKY D, LESHCHINSKY O, LING H I, et al. Geosynthetic tubes for confining pressurized slurry: some design aspects[J]. Journal of Geotechnical Engineering, 1996, 122(8): 682-690.
    [8]
    LESHCHINSKY D, LESHCHINSKY O. Geosynthetic pressurized slurry (GeoCoPS): supplemental notes for version 1.0[R]. Vicksburg: US Army Corps of Engineers Waterways Experiment Station, 1996.
    [9]
    PLAUT R, SUHERMAN S. Two-dimensional analysis of geosynthetic tubes[J]. Acta Mechanica, 1998, 129(3): 207-218.
    [10]
    CHU J, GUO W, YAN S W. Geosynthetic tubes and geosynthetic mats: analyses and applications[J]. Geotechnical Engineering, 2011, 42(1): 56-65.
    [11]
    GUO W. Geosynthetic tubes and mats: experimental and analytical studies[D]. Singapore: Nanyang Technological University, 2012.
    [12]
    CANTRÉ S. Geotextile tubes: analytical design aspects[J]. Geotextiles and Geomembranes, 2002, 20(5): 305-319.
    [13]
    CANTRÉ S, SAATHOFF F. Design method for geotextile tubes considering strain: formulation and verification by laboratory tests using photogrammetry[J]. Geotextiles and Geomembranes, 2011, 29(3): 201-210.
    [14]
    LEE E C, DOUGLAS R S. Geotextile tubes as submerged dykes for shoreline management in Malaysia[J]. Geotextiles and Geomembranes, 2012, 30: 8-15.
    [15]
    CHAPMAN-RICHARD D A. Handbook of nonlinear regression models[M]. New York: Marcel Dekker, 1990.
    [16]
    LIU G S. Mortar sausage units for coastal defense[D]. Perth: University of Western Australia, 1978.
    [17]
    LUKEHART P M. Algorithm 218: Kutta-Merson[J]. Comm Assoc ComputMach, 1963, 6(12): 737-738.
    [18]
    YEE T W, LAWSON C R. Modelling the geotextile tube dewatering process[J]. Geosynthetics International, 2012, 19(5): 339-353.
  • Cited by

    Periodical cited type(8)

    1. 徐善进,卢坤林,梅一帆,贾森林. 基于构造滑动面正应力分布边坡可靠性分析方法研究. 合肥工业大学学报(自然科学版). 2025(03): 418-425+432 .
    2. 王喆恺,谭慧明,高志兵. 基于机器学习的厚覆盖土层建筑场地类别评价. 地震学报. 2024(03): 477-489 .
    3. 候建琴. 基于强度折减法和随机响应面的边坡变形稳定可靠度分析. 价值工程. 2024(28): 109-112 .
    4. 蒋志坚,黄旭东,黄小平,朱珍德. 基于抗滑桩-锚杆组合结构支护下边坡变形机制研究. 山西建筑. 2024(22): 69-73+144 .
    5. 宋健,陆朱汐,谢华威,吴凯莉. 地震作用下分层土边坡多滑面变形破坏的数值模拟研究. 地震工程学报. 2023(02): 296-305 .
    6. 舒苏荀,张东升,潘天久,钱家骏,陈训龙. 小样本条件下基于Bootstrap方法的边坡非概率可靠度分析. 土木工程与管理学报. 2023(03): 96-103 .
    7. 陈昌富,李伟,张嘉睿,廖佳卉,吕晓玺. 山区公路边坡工程智能分析与设计研究进展. 湖南大学学报(自然科学版). 2022(07): 15-31 .
    8. 孙志彬,郝状,谭晓慧,杨小礼,姬建. 基于滑动面离散的边坡三维上限分析机构. 岩石力学与工程学报. 2022(09): 1923-1934 .

    Other cited types(6)

Catalog

    Article views (525) PDF downloads (469) Cited by(14)
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return