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IFCO BAT系统测试地基孔压及原位渗透系数理论及其应用 被引量:8

THEORIES OF IN-SITU TEST FOR PORE WATER PRESSURE AND PERMEABILITY WITH IFCO BAT SYSTEM AND ITS APPLICATIONS
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摘要 渗透系数是直接反映土体渗透性的参数,是土工计算分析中的关键参数,其值的准确求取有重要的工程实际意义。IFCO BAT系统是一套能快速、准确获取地基孔隙水压力和原位渗透系数的先进测试系统。据此,总结介绍IFCO BAT系统测试地基孔隙水压力和原位渗透系数的理论,并介绍其在吹填土大型模型槽试验中的应用。实践证明:IFCO BAT系统的渗流分析理论及其渗透系数求取是正确的、合理的,并有很高的工程实用价值。 Permeability is a key parameter in calculating and analyzing of geotechnical engineering; and its accuracy is very important. IFCO BAT system is a set of in-situ test system, which can gain the pore water pressure of ground and in-situ permeability of soil quickly and accurately. The theories for in-situ test of pore water pressure and permeability by IFCO BAT system were generally introduced. The applications to model test of dredger clay show that the theories are correct and the in-situ test results are accurate; and IFCO BAT system can be used in geotechnical engineering.
出处 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2005年第24期4440-4448,共9页 Chinese Journal of Rock Mechanics and Engineering
基金 荷兰教育部和中国教育部合作项目(OWBA29913023) 教育部高校青年教师奖励基金
关键词 基础工程 IFCO BAT系统 现场测试 孔隙水压力 地基原位渗透系数 渗流分析理论 流阻 foundation engineering IFCO BAT system in-situ test pore water pressure in-situ permeability of soil theory of permeability resistance of water-flow
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参考文献9

  • 1Torstensson B A. A new system for ground water monitoring[J]. Ground Water Monitoring Review,1984,26(3):131-138.
  • 2Torstensson B A,Petsonk A M. A device for in situ measurement of hydraulic conductivity[A]. In:The Fourth International Geotechnical Seminar on Field Instrumentation and In-situ Measurements[C]. Singapore:[s. n.],1986. 157-162.
  • 3Torstensson B A,Schellingerhout A J G. Ground water monitoring with the BAT-system[J]. Geotechnique,1999,(4):1-13.
  • 4Schellingerhout A J G. Theory of the BAT permeability test[R]. Stolwijk:IFCO Foundation Expertise,2000.
  • 5林政,陈仁朋,陈云敏,许峰.一种现场测定地基固结系数与渗透系数的方法[J].岩土工程学报,2004,26(4):505-510. 被引量:12
  • 6Horslev M T. Time Log and Soil Permeability in Ground Water Observations[M]. Mississippi:Waterways Experimental Station-Corps of Engineers,U.S. Army,1951.
  • 7IFCO Foundation Expertise. Manual BAT-system (Basic/Advanced Version)(Version 1)[M]. Netherlands:IFCO Foundation Expertise,2001.
  • 8IFCO Foundation Expertise. Manual BAT-permeability Set (Permeability Testing and Sampling)(Version 1)[M]. Netherlands:IFCO Foundation Expertise,2001.
  • 9华南理工大学 等.地基及基础[M].北京:中国建筑工业出版社,1998.307-311.

二级参考文献14

  • 1Kabir M G,Lutenegger A J.In-situ estimation of the coefficient of consolidation in clays[J].Can Goetech J,1990,27:58-67.
  • 2The C I,Houlsby G T.An analytical study of the cone penetration test in clay[J].Geotechnique,1991,41(1):17-34.
  • 3Schellingerhout A J G. Theory of the BAT Permeability Test[R].IFCO Foundation Expertise,Stolwijk,2000.
  • 4Vesic A S. Expansion of cavities in infinite soil mass[J]. Soil Mechanics and Foundations Division, Proceedings of ASCE,1972,(98):265-290.
  • 5Horslev M T. Time log and soil permeability in ground water observations[M].Mississippi:Waterways Experiment Station-Corps of Engineers,U S Army,1951.
  • 6Torstensson B A.The pore pressure probe[A].Proc Geoteknikkedagen[C].Norway,1977.1-15.
  • 7Torstensson B A.A new system for ground water monitoring[J].Ground Water Monitoring Review,1984,4(4):131-138.
  • 8Torstensson B A,Petsonk A M.A device for in-situ measurement of hydraulic conductivity[A].Fourth International Geotechnical Seminar Field Instrumentation and In-Situ Mea-surements[C].Singapore,1986.157-162.
  • 9Torstensson B A,Schellingerhout A J G.Ground water monitoring with the BAT-system[J].Geotechniek,1999,3(4):30-34.
  • 10Gupta R C,Davidson J L.Piezoprobe determination coefficient of consolidation[J].Soils and Foundations,1986,26(3):12-22.

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