• 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

土工织物充填管袋设计计算方法研究

刘伟超, 杨广庆, 汤劲松, 赵玉

刘伟超, 杨广庆, 汤劲松, 赵玉. 土工织物充填管袋设计计算方法研究[J]. 岩土工程学报, 2016, 38(zk1): 203-208. DOI: 10.11779/CJGE2016S1038
引用本文: 刘伟超, 杨广庆, 汤劲松, 赵玉. 土工织物充填管袋设计计算方法研究[J]. 岩土工程学报, 2016, 38(zk1): 203-208. DOI: 10.11779/CJGE2016S1038
LIU Wei-chao, YANG Guang-qing, TANG Jin-song, ZHAO Yu. Design and calculation methods of geotextile tubes[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 203-208. DOI: 10.11779/CJGE2016S1038
Citation: LIU Wei-chao, YANG Guang-qing, TANG Jin-song, ZHAO Yu. Design and calculation methods of geotextile tubes[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 203-208. DOI: 10.11779/CJGE2016S1038

土工织物充填管袋设计计算方法研究  English Version

基金项目: 国家自然科学基金项目(51309153,51178280,51108283); 河北省自然科学基金项目(E201410061); 河北省大型基础设施防灾减灾协同创新中心支持
详细信息
    作者简介:

    刘伟超(1984- ),男,博士,讲师,主要从事地基处理和土工合成材料应用研究。E-mail: stduliuweichao@163.com。

Design and calculation methods of geotextile tubes

  • 摘要: 土工织物充填管袋是土工包裹系统的一种,它用编织土工布缝合而成,再用高压泥浆泵充填砂浆,最终形成管状袋体,优点众多,可用于堤坝填筑、抗洪抢险等工程中,应用前景广阔。但目前关于土工管袋形状、高度、张力等参数的计算方法主要是针对高充填压力情况的,而中国实际工程中较多的是充填压力较低即袋体扁平的情况,因此针对目前研究的不足,提出现有无量纲计算方法的适用条件,并对其进行改进,提出低充填压力下的袋体特性计算方法并进行验证,计算结果被制成图表,方便实际应用时查找参数。
    Abstract: Geotextile tube is one kind of the geotechnical package system. It is made of woven fabric, filled with the mortar by high-pressure mud pump, and eventually becomes a tube. The geotextile tube has many advantages and wide application prospects, and it can be used for building dams and flood prevention projects. The existing theoretical calculation methods have good applicability to calculate the shape, height, tension and other parameters of geotextile tubes under the situation of high filling pressure. However, they are not suitable for the situation of low filling pressure. As the geotextile tube applied in China is often flat, and the filling pressure is low. The applicable conditions of the current dimensionless method are proposed, and the method is proved to calculate the parameters of the geotextile tube with low filling pressure. The equations are solved by numerical integration, and the results are verified and formed into charts. Thus it is easily to find the value of the parameters in actual applications.
  • [1] 包承纲. 土工合成材料应用原理与工程实践 [M]. 北京: 中国水利水电出版社, 2008: 7-9. (BAO Cheng-gang. The principle and application of geosynthetics in engineering[M]. Beijing: China Water Power Press, 2008: 7-9. (in Chinese))
    [2] 张文斌, 谭家华. 土工布充砂袋的应用及其研究进展 [J]. 海洋工程, 2004, 22(2): 98-104. (ZHANG Wen-bin, TAN Jia-hua. Application of sand-filled geotextile tubes and the state of the art of their researches[J]. The Ocean Engineering, 2004, 22(2): 98-104. (in Chinese))
    [3] 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.
    [4] 刘斯宏, 松冈元. 土工袋加固地基新技术 [J]. 岩土力学, 2007, 28(8): 1665-1670. (LIU Si-hong, MATSUOKA Hajime. A new earth reinforcement method by soilbags[J]. Rock and Soil Mechanics, 2007, 28(8): 1665-1670. (in Chinese))
    [5] 刘斯宏, 汪易森. 土工袋加固地基原理及其工程应用 [J]. 岩土工程技术, 2007, 21(5): 221-225. (LIU Si- hong, WANG Yi-sen. Reinforcement mechanism of soilbags and its applications[J]. Geotechnical Engineering Technique, 2007, 21(5): 221-225. (in Chinese))
    [6] LAWSON C R. Geotextile containment for hydraulic and environmental engineering[J]. Geosynthetics International, 2008, 15(6): 384-427.
    [7] LIU Wei-chao, ZHANG Yi-ping, LI Tao, et al. Simulation of filling construction of permeable geosynthetic tubes[J]. Journal of Zhejiang University-Science A, 2010, 11(6): 425-431.
    [8] SHIN E C, OH Y I. Consolidation process geotextile tube filled with fine-grained materials[J]. Internation Journal of Offshore and Polar Engineering, 2004, 14(2): 1-9.
    [9] PLAUT R H, KLUSMAN C R. Two-dimensional analysis of stacked geosynthetic tubes on deformable foundations[J]. Thin-Walled Structures, 1999, 34(3): 179-194.
    [10] WANG C Y, WATSON L T. The fluid-filled cylindrical membrane container[J]. Journal of Engineering Mathematics, 1981, 15(2): 81-88.
    [11] NAMIAS V. Load-supporting fluid-filled cylindrical membranes[J]. Journal of Applied Mechanics, 1985, 52: 913-918.
    [12] PLAUT R H, SUHERMAN S. Two-dimensional analysis of geosynthetic tubes[J]. Acta Mechanica, 1998, 129(3/4): 207-218.
    [13] SEAY P A, PLAUT R H. Three dimensional behavior of geosynthetic tubes[J]. Thin-Walled Structures, 1998, 32(4): 263-274.
    [14] CANTRÉ S. Geotextile tubes—analytical design aspects[J]. Geotextiles and Geomembranes, 2002, 20(5): 305-319.
    [15] 宋为群, 叶志华, 彭良泉. 软土地基上土工管袋围堤的稳定性分析[J]. 人民长江, 2004, 35(12): 32-34. (SONG Wei-qun, YE Zhi-hua, PENG Liang-quan. Study of stability of geotextile tube embankment on soft soil foundation[J]. Yangtze River, 2004, 35(12): 32-34. (in Chinese))
    [16] PLAUT R H, COTTON S A. Two-dimensional vibrations of air-filled geomembrane tubes resting on rigid or deformable foundations[J]. Journal of Sound and Vibration, 2005, 282(1): 265-276.
    [17] 邱长林, 闫 玥, 闫澍旺. 泥浆不均匀时土工织物充填袋特性[J]. 岩土工程学报, 2008, 30(5): 760-763. (QIU Chang-lin, YAN Yue, YANS hu-wang, Behavior of geotextile bags filled with non-uniform silty slurry[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(5): 760-763. (in Chinese))
    [18] GHAVANLOO E, DANESHMAND F. Two-dimensional analytical analysis of equilibrium shape of inflated geomembrane tube resting on rigid foundation with arbitrary shape[J]. Geotextiles and Geomembranes, 2009, 27(2): 99-106.
    [19] MALIK J, SYSALA S. Analysis of geosynthetic tubes filled with several liquids with different densities[J]. Geotextiles and Geomembranes, 2010, 29(3): 249-256.
    [20] 闫 玥, 闫澍旺, 邱长林, 等. 土工织物充灌袋的设计计算方法研究 [J]. 岩土力学, 2010, 31(1): 327-330. (YAN Yue, YAN Shu-wang, QIU Chang-lin, et al. Design and calculation methods of geotextile tubes filled with soil slurry[J]. Rock and Soil Mechanics 2010, 31(1): 327-330. (in Chinese))
    [21] 刘伟超, 张仪萍, 杨 艳, 等. 任意对称刚性地基上土工管袋充填形状和受力分析 [J]. 浙江大学学报(工学版), 2011, 45(7): 1308-1313. (LIU Wei-chao, ZHANG Yi-ping, YANG Yan, et al. Shape and mechanical behavior of geotubes on rigid foundation with symmetry arbitrary shape[J]. Journal of Zhejiang University (Engineering Science), 2011, 45(7): 1308-1313. (in Chinese))
    [22] PLAUT R H, STEPHENS T C. Analysis of geotextile tubes containing slurry and consolidated material with frictional interface[J]. Geotextiles and Geomembranes, 2012, 32: 38-43.
    [23] 张仪萍, 王 淼, 刘伟超. 摩擦填料作用下土工充砂袋充填特性[J]. 江南大学学报(自然科学版), 2012, 11(2): 194-198. (ZHANG Yi-ping, WANG Miao, LIU Wei-chao. Study on the characteristics of geotextile tube and fillings with friction[J]. Journal of Jiangnan University (Natural Science Edition), 2012, 11(2): 194-198. (in Chinese))
    [24] 刘伟超, 张仪萍, 杨广庆. 土工管袋充填特性模型试验研究[J]. 岩石力学与工程学报, 2013, 32(12): 2544-2549. (LIU Wei-chao, ZHANG Yi-ping, YANG Guang-qing. Model experimental study on the filling property of the geotextile tube[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(12): 2544-2549. (in Chinese))
计量
  • 文章访问数:  364
  • HTML全文浏览量:  6
  • PDF下载量:  276
  • 被引次数: 0
出版历程
  • 收稿日期:  2015-11-29
  • 发布日期:  2016-03-24

目录

    /

    返回文章
    返回