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管涌现象研究的进展与展望 被引量:26

Development and Expectation of the Piping Phenomenon Research
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摘要 对管涌现象国内外发展的现状作了总结,详细的归纳了管涌的总水头法、临界水力梯度等计算法和管涌的室内试验和数值模拟的成果。基于先进的数码摄像可视化跟踪技术和数字信息计算机实时处理技术以及散体颗粒流软件(PFCZD)技术,对未来管涌现象的研究做了展望。 Based on the summarization of the current piping phenomenon research both at home and abroad, in this paper, the calculation methods of total head and Critical Hydraulic Gradient and the results of lab experiment and numerical simulation on piping are summed up in detail. In this paper, some expectations are also made about the future research of piping phenomenon according to the advanced digital photographic video tracing technique, computer real time digital information processing technique and PFC2D technique.
作者 周健 张刚
出处 《地下空间》 CSCD 2004年第4期536-542,共7页 Underground Space
基金 国家自然科学基金项目资助(编号:50379037)上海市重点学科建设项目资助
关键词 管涌 水头 散体 水力梯度 室内试验 数值模拟 展望 国内外 发展 未来 piping seepage erosion critical hydraulic gradient particle flow
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  • 1Indraratna, B., and Vafai, F.(1996),""An experimental study of the filtration of a lateristic clay slurry by sand filters.""[J]. Proceedings of the institution of Civil Engineerings, Geotechnical Engineering,119:75-83
  • 2Sentko, M.(1961),""Der Zeitliche Ablouf des Schwimmsand aufbruches und der Einfluss der geometrischen Anordung der Baugrubenumschliess ungen auf das kritische Gefaelle.""[J]. Ph.D. Thesis, Veroffentlichungen Institu fuer Bodenmechanik, Technische Hochschu
  • 3Terzaghi, K. (1929), ""Effect of minor geologic details on the safety of dams.""[J]. Technical Publication No. 215, Class I, Mining Geology, No. 26, American Institute of Mining and Metallurgical Engineers, New York, 31-46
  • 4Van Zyl, D. , and Harr, M.E. (1981).""Seepage erosion analyses of structures.""[J].Proc., 10th Int. Conf. On Soil Mech. and Found. Engrg. , Stockholm, Sweden, Vol. 1, 530-509
  • 510 Casagranda, A.(1937),""Seepage Through Dams,""[J]. Journal of the New England Water Works Association,Jane,Republished in 'Contributions to Soil Mechanics 1925-1940' BSCE:1403-1433
  • 6Khilar, K. C., Folger, H. S., and Gray, D. H. (1985). ""Model for piping-plugging in earthen structures.""[J]. J. Geotech. Eng., 111(7):833-846
  • 7Sellmeijer, J. B., and Koenders, M. A. (1991). ""A mathematical model for piping.""[J]. Appl. Math. Modelling, 15(6):646-651
  • 8Koenders, M. A., and Sellmeijer, J.B.(1992).""Mathematical model for piping.""[J]. J. Geotech. Eng., 118(6):943-948
  • 9Sherard, J.L.,Dunnigan,L.P., Decker, R.S., and Steele, E.F.(1976).""Pinhole test for identifying dispersive soils.""[J]. Journal of Geotechnical Engineering division.ASCE,102(GT1):69-85
  • 10Leonards, G.A.,Huang,A.B., and Ramos, J.(1991).""Piping and erosion tests at conner run dam.""[J]. J. Geotech. Eng., 117(1):108-117

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