• 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
SU Shu-qing, WU Wei-jun. Determination methods for effective opening size of geotextiles[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 156-159. DOI: 10.11779/CJGE2016S1029
Citation: SU Shu-qing, WU Wei-jun. Determination methods for effective opening size of geotextiles[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 156-159. DOI: 10.11779/CJGE2016S1029

Determination methods for effective opening size of geotextiles

More Information
  • Received Date: November 29, 2015
  • Published Date: March 24, 2016
  • The determination methods for the effective opening size of geotextiles and geotextile-related products are discussed. They include wet sieving method and dry sieving method. Through comparison and analysis of the test data, the dry sieving method, is applicable to woven geotextiles, and the wet sieving method can be used for all the geotextiles in duding non woven geofabrics.
  • [1]
    涂 帆, 李鹏娥. 短纤针刺非织造土工布有效孔径测试值的讨论[J]. 福建工程学报, 2003: 21-23. (TU Fan, LI Peng-e. Effective aperture feld test values[J]. Journal of Fujian Engineering, 2003: 21-23. (in Chinese))
    [2]
    倪冰选, 张 鹏. 非织造土工布孔径分布测试方法的研究. 产业用纺织品, 2011, 29(3): 31-34. (NI Bing-xuan, ZHANG Peng. Nonwoven geotextile pore size distribution test method research[J]. Industrial Textiles, 2011, 29(3): 31-34. (in Chinese))
  • Related Articles

    [1]GAO Changhui, LIU Songyu, DU Guangyin, ZHUANG Zhongxun, YANG Yong, HE Huan. Model tests on reinforcement of collapsible loess by pneumatic-vibratory probe compaction method[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(2): 325-334. DOI: 10.11779/CJGE20221301
    [2]ZENG Biao, ZHANG Ding-wen, LIU Song-yu, YANG Yong, ZHANG Kun, WANG Jia-le, DU Guang-yin. Experimental study on construction parameters of collapsible loess foundation treated by vibrating rod compaction method[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 229-232. DOI: 10.11779/CJGE2021S2054
    [3]LIU Song-yu, DU Guang-yin, MAO Zhong-liang, GAO Chang-hui, ZENG Biao, YANG Yong, ZHANG Ding-wen. Field tests on improvement of collapsible loess by vibratory probe compaction method[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(8): 1377-1383. DOI: 10.11779/CJGE202008001
    [4]TANG Lin, TANG Xiao-wu, ZHAO Qing-li, WANG Yan, BAI Bin. Analytical prediction and experimental research on pore size of nonwoven geotextiles under unconfined uniaxial tensile strain[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(10): 1910-1916. DOI: 10.11779/CJGE201510020
    [5]WANG Xue-bin, DU Ya-zhi, PAN Yi-shan. Measurements of local and global volumetric strains for wet sand specimens under uniaxial compression using digital image correlation method[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(9): 1648-1656. DOI: 10.11779/CJGE201409011
    [6]JIANG Ming-jing, HU Hai-jun. Numerical analysis of degradation evolution of structured loess under loading, unloading and wetting by discrete element method[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(6): 989-997. DOI: 10.11779/CJGE201406001
    [7]SHE Wei, TANG Xiao-wu. Change of pore size of woven geotextiles affected by uniaxial tension using image analysis method[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(8): 1522-1526.
    [8]Parameter design of over-wet soil fill treated by electro-osmosis[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(2).
    [9]WU Fengcai. Measurement of pore size of geotextile under different pressures[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(4): 495-503.
    [10]Kong Lili, Chen Shouyi. A preliminary study on chemical clogging of nonwoven geotextile filter in Wushan tailings fill dam[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(4): 444-449.
  • Cited by

    Periodical cited type(6)

    1. 许盛,杨明山,唐志勇,杨皓宇,李小兴,刘念. 察尔汗盐湖地区饱和盐渍软土地基处理. 人民长江. 2024(S2): 178-184 .
    2. 何鸿烈,杨扬,王志壮,司宁强,李生泽. 戈壁料高填方强夯补强应用研究. 建筑施工. 2023(03): 534-537 .
    3. 张学军. 强夯压实技术在路基补强施工的应用及优化. 建筑机械. 2023(07): 61-66+70 .
    4. 赵延林,龚雨林,张子煜. 深厚换填砂土地基强夯有效加固深度的影响因素. 黑龙江科技大学学报. 2023(05): 710-717 .
    5. 刘文俊,李岳,蔡靖,戴轩,水伟厚,董炳寅. 基于强夯应力波传播模型的夯击参数研究. 岩土力学. 2023(S1): 427-435 .
    6. 秦劭杰,戎晓宁,张路银,彭梦凯,董炳寅. 特殊场地强夯振动监测及隔振效果研究. 地基处理. 2023(S2): 84-90 .

    Other cited types(7)

Catalog

    Article views (318) PDF downloads (369) Cited by(13)
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return