期刊文献+
任意字段
题名或关键词
题名
关键词
文摘
作者
第一作者
机构
刊名
分类号
参考文献
作者简介
基金资助
栏目信息

IFCO BAT系统测试地基孔压及原位渗透系数

Theories for in-situ testing of pore pressure and permeability by IFCO BAT system and its applications
下载PDF
导出
摘要 总结介绍了IFCOBAT系统测试地基孔隙水压力和原位渗透系数的理论,及其在吹填土大型模型槽试验中的应用。实践证明,IFCOBAT系统的渗流分析理论及其渗透系数求取是正确、合理的,有很高的工程使用价值。 <Abstrcat> The theories for in-situ testing of pore pressure and permeability by IFCO BAT system are generally introduced. The applications in model test of dredged clay show that the theories are correct and the in-situ testing results are accurate, and IFCO BAT-system is valuable for geotechnical engineering.
作者 卢鹏程 柯瀚
机构地区 丽水学院建筑工程系 浙江大学建筑工程系
出处 《浙江科技学院学报》 CAS 2005年第2期122-125,130,共5页 Journal of Zhejiang University of Science and Technology
关键词 渗透系数 系统测试 BAT 原位 地基 孔压 孔隙水压力 分析理论 使用价值 模型槽 吹填土 工程 IFCO BAT system in-situ test pore pressure in-situ permeability of soil theory of permeability resistance of water-flow
分类号 TU470.3 [建筑科学—结构工程] P641.2 [天文地球—地质矿产勘探]
  • 相关文献

参考文献5

  • 1[1]Torstensson B A. A new system for ground water monitoring[J]. Ground Water Monitoring Review, 1984,(2):131-138.
  • 2[2]Torstensson B A, Petsonk A M. A device for in situ measurement of hydraulic conductivity[C]. Singapore: Fourth International Geotechnical Seminar Field Instrumentation and In-Situ Measurements, 1986.157-162.
  • 3[3]Torstensson B A, Schellingerhout A J G. Ground water monitoring with the BAT-system[J]. Geotechniek, 1999,86(6):59-61.
  • 4[4]Schellingerhout 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

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.

共引文献11

浙江科技学院学报
2005年 第2期

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部