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CUI Shi-ping. Model test on filtration fabrics of drainage board in reinforcement of soft soil foundation[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 87-93. DOI: 10.11779/CJGE2016S1016
Citation: CUI Shi-ping. Model test on filtration fabrics of drainage board in reinforcement of soft soil foundation[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 87-93. DOI: 10.11779/CJGE2016S1016

Model test on filtration fabrics of drainage board in reinforcement of soft soil foundation

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  • Received Date: November 29, 2015
  • Published Date: March 24, 2016
  • Filter fabrics are not unified. To explore the influence of different filter fabrics on vacuum preloading, model tests on single well are performed to study three kind of filter fabrics. The results show: (1) The filter fabrics with large aperture have strong ability to resist siltation, so the effect of disposing soft soil is better. (2) The filter fabrics with strong fibers can resist mechanical deformation, and soft foundation is improved well. (3) During the tests, the soil next to the vertical drainage channel runs away, and the larger the aperture and the shorter, the distance the greater the loss of soil. (4) In practical engineering, under the premise that the soil requirements are satisfied, it is suggested, that the membrane filter with fiber with high mechanical strength and large equivalent aperture should be used.
  • [1]
    KJELLMAN W. Consolidation of clay by mean of atmospheric pressure[C]// Conference on Soil Stabilization. MIT, 1952: 32-34.
    [2]
    娄 炎. 真空排水预压法加固软土技术[M]. 北京: 人民交通出版社, 2002. (LOU Yan. The vacuum preloading method to reinforce soft soil drainage technique[M]. Beijing: Communications Press, 2002. (in Chinese))
    [3]
    赵立致. 真空预压真空度传递规律研究[D]. 天津: 天津大学, 2011. (ZHAO Li-zhi Study on vacuum transfer law of vacuum preloading[D]. Tianjin: University of Tianjin, 2011. (in Chinese))
    [4]
    GIROUD J P. Granular filters and geotextile filters[C]// Proceedings of Geofilters, 1996: 565-680.
    [5]
    李富强, 王 钊, 刘华清. 塑料排水带地基处理研究[J]. 岩土力学, 2006, 27(11): 2056-2060. (LI Fu-qiang, WANG Zhao, LIU Hua-qing. Study on foundation treatment with prefabricated strip drains[J]. Rock and Soil Mechanics, 2006, 27(11): 2056-2060. (in Chinese))
    [6]
    JT/T521—2004 公路工程土工合成材料塑料排水板(带)规范[S]. 2008. (JT/T521—2004 Geosynthetics in highway engineerings·plastic drainboard[S]. 2008. (in Chinese))
    [7]
    王景环, 陈志成, 周俊磊, 等. 影响塑料排水板加固效果因素的探讨[J]. 华东交通大学学报, 2008, 25(3): 14-17. (WANG Jing-huan, CHEN Zhi -cheng, ZHOU Jun -lei, et al. Research on factors affecting the consolidation by using prefabricated drains[J]. Journal of East China Jiaotong University, 2008, 25(3): 14-17. (in Chinese))
    [8]
    孙立强, 闫澍旺, 何洪娟, 等. 吹填土地基真空预压加固过程分析及有限元研究[J]. 岩石力学与工程学报, 2010, 29(增刊2): 3878-3884. (SUN Li-qiang, YAN Shu-wang, HE Hong-juan, et a. Consolidation process analysis of reclaimed soil foundation by vacuum preloading and finite elements study[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(S2): 3878-3884. (in Chinese))
    [9]
    DIERICKX W. Model research on geotextile blocking and clogging in hydraulic engineering[C]// Proceedings IIIrd Int Conf Geotex. Vienna, 1986: 775-777.
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