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黏性土渗透淤堵室内模拟试验及分析

翟超, 郭伟锋, 严驰

翟超, 郭伟锋, 严驰. 黏性土渗透淤堵室内模拟试验及分析[J]. 岩土工程学报, 2016, 38(zk1): 147-151. DOI: 10.11779/CJGE2016S1027
引用本文: 翟超, 郭伟锋, 严驰. 黏性土渗透淤堵室内模拟试验及分析[J]. 岩土工程学报, 2016, 38(zk1): 147-151. DOI: 10.11779/CJGE2016S1027
ZHAI Chao, GUO Wei-feng, YAN Chi. Laboratory model tests and mechanism of infiltration clogging effect of clayey soil[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 147-151. DOI: 10.11779/CJGE2016S1027
Citation: ZHAI Chao, GUO Wei-feng, YAN Chi. Laboratory model tests and mechanism of infiltration clogging effect of clayey soil[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 147-151. DOI: 10.11779/CJGE2016S1027

黏性土渗透淤堵室内模拟试验及分析  English Version

详细信息
    作者简介:

    翟 超(1988-),男,河北沧州人,工程师,主要从事岩土工程中基坑、地铁结构以及真空预压工程的监测工作。E-mail: zhaichao1222@126.com。

Laboratory model tests and mechanism of infiltration clogging effect of clayey soil

  • 摘要: 从黏性土的级配、土工织物的孔径大小、水力梯度和黏性土干密度等因素考虑,根据淤堵试验得出的梯度比的数据,分析土工织物在不同孔径大小、不同黏粒含量、不同黏性土干密度、不同水力梯度条件下的淤堵情况,根据所得试验结果,为今后不同工程对土工织物的选择提供一定参考。
    Abstract: The gradation of clay, pore sizes of geotextiles, hydraulic gradient and soil compaction are preliminarily studied. According to the test results of clogging gradient, the clogging situations of geotextiles are analyzed under different apertures, clay contents, dry densities and hydraulic gradients. Through model tests, it may provide reference for future practice of geotextiles in different projects.
  • [1] 王宏硕, 翁情达. 土工建筑物[M]. 北京: 水利水电出版社, 1990. (WANG Hong-shuo, WENG Qing-da. Geotechnical structures[M]. Beijing: Water Conservancy and Hydropower Press, 1990. (in Chinese))
    [2] 谢任之. 溃坝水力学[M]. 济南: 山东科学技术出版社, 1993. (XIE Ren-zhi. Dam hydraulics[M]. Jinan: Shandong Science and Technology Press, 1996. (in Chinese))
    [3] KOERNER R M, WSLSH J P. Designing with geotextiles[M]. NewYork: John Wiley & Sons, 1986.
    [4] LAWSON C R. Filter criteria for geotextiles: relevance and use[J]. Journal of the Geotechnical Engineering Division 1982, 108(10): 1300-1317.
    [5] CALHOUN C C. Development of design criteria and acceptance specification for plastic filter cloth[R]. Vicksburg: Army Corps of Engineers, Waterways Experiment Station, 1972.
    [6] SUITS L D, RG Carrou J, CHRISTOPER B R. ASTM geotextiles committee testing update[J]. Geotechnical Testing Journal, 1985, 8(4): 15.
    [7] KOERNER R M, KO F K. Laboratory studies on long-term drainage capability of geotextiles[C]// Proc 2nd Int Conf Geotextiles. Las Vegas, 1982.
    [8] HALIBURTON T A, WOOD P D. Evaluation of U S army corps of engineers gradient ratio test for geotextile performance[C]// Proc 2nd Int Conf Geotextiles. Los Vegas, 1982.
    [9] 伍碧秀, 钟翠华. 土工织物水力特征试验[C]// 中国土工织物学术会议论文选集, 1987. (WU Bi-xiu, ZHONG Cui-hua. Geotextiles hydraulic characteristics test[C]// Chinese Geotextiles Academic Conference Papers Anthology, 1987. (in Chinese))
    [10] SCHOBER W. Filter-criteria for geotextiles, design parameters in geotechnical engineering[C]// BGS. London, 1979.
    [11] DIERICKX W. Model research on geotextile blocking and cloggig in hydraulic engineering[C]// Proc 3rd Int Conf Geotextiles. Vienna, 1986.
    [12] SHERARD J L, DUNNIGAN L P, TALBOT J R. Filters for silts and clays[J]. Journal of Geotechnical Engineering, ASCE, 1982, 110(6): 701-718.
    [13] GIROUD J P. 土工织物滤层的设计准则[J]. 海河科技, 1987(3/4). (GIROUD J P. The design of the geotextile filter criteria[J]. Haihe River Science and Technology, 1987(3/4). (in Chinese))
    [14] 陈星柏. 无黏性散粒体的渗透性及试验中应注意的问题[J].东北水利水电, 1987(11): 17-21. (CHEN Xing-bai. The permeability of non-viscous grain body and should pay attention to the problems in the experiment[J]. The Northeast Water Conservancy and Hydropower, 1987(11): 17-21. (in Chinese))
    [15] 克里门托夫. 地下水动力学[M]. 北京: 地质出版社, 1958. (KERRY GATE. Groundwater dynamics[M]. Beijing: Geological Publishing House, 1996. (in Chinese))
    [16] 朱崇辉. 粗粒土的渗透特性研究[D]. 陕西: 西北农林科技大学, 2006. (ZHU Chong-hui. Coarse grained soil permeability characteristics of the research[D]. Shanxi: Northwest Agriculture and Forestry University of Science and Technology, 1996. (in Chinese))
    [17] 土裕宜. 泥石流体结构与流变特性[M]. 长沙: 湖南科学技术出版社, 2001: 15-21. (TU Yu-yi. Debris flow structure and rheological properties[M]. Changsha: Hunan Science and Technology Publishing House, 1996. (in Chinese))
    [18] 刘 杰, 张 雄. 多级配砾石土反滤设计方法试验研究[J].岩土工程学报, 1996, 18(6): 1-9. (LIU Jie, ZHANG Xiong. Multistage experimental study with gravel soil filter design method[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(6): 1-9. (in Chinese))
    [19] 周 中, 付鹤林, 刘宝深. 粗粒土渗透性能的试验研究[C]// 第一届中国水利水电岩土力学与工程学术研讨会. 昆明, 2006. (ZHOU Zhong, FU He-lin, LIU Bao-shen. Experimental study of coarse grained soil permeability[C]// The First Session of China's Water Resources and Hydropower in Geotechnical Mechanics and Engineering. Kunming, 2006. (in Chinese))
    [20] 吴良平. 粗粒土组构试验研究[D]. 武汉: 长江科学院, 2007. (WU Liang-ping. Experimental study coarse grained soil fabric[D]. Wuhan: Master Degree Theses of Master of the Yangtze River Academy of Sciences, 1996. (in Chinese))
    [21] NOETINGER B. The effective permeability of a heterogeneous porous medium[J]. Transport in Porous Media 1992, 15: 99-127.
    [22] DAGAN G. Analysis of flow through heterogeneous random aquifers by the method of embedding matrix-1:Steadv flow[J]. Water Resources Research, 1981, 17: 107-122.
    [23] VAUGPAN P R, SOARES H F. Design of filters for clay cores of dams[J]. Journal of Geotechnical Engineering, 1982(6): 17.
    [24] HALIBURTON T A, WOOD P D. Evaluation of U S army corps of engineers gradient ratio test for geotextile performance[C]// Proc 2nd Int Conf Geotextiles. Los Vegas, 1982.
    [25] DIERICKX W. Model research on geotextile blocking and clogging in hydraulic engineering[C]// Proc 3rd Int Conf Geotextiles. Vienna, 1986.
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出版历程
  • 收稿日期:  2015-11-29
  • 发布日期:  2016-03-24

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