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 |
[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))
|
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[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. |
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[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. |