期刊文献+

Heating pulse tests under constant volume on Boom clay

Heating pulse tests under constant volume on Boom clay
下载PDF
导出
摘要 Boom clay formation is a potential natural host rock for geological disposal of high-level nuclear waste in Belgium.Heating pulse tests with controlled power supply(maximum temperature was limited to 85℃) and controlled hydraulic boundary conditions were performed under nearly constant volume conditions to study the impact of thermal loading on the clay formation.Selected test results of intact borehole samples retrieved in horizontal direction are presented and discussed.The study focuses on the time evolution of temperature and pore water pressure changes along heating and cooling paths,i.e.pore pressure build-up during quasi-undrained heating and later dissipation at constant temperature. Boom clay formation is a potential natural host rock for geological disposal of high-level nuclear waste in Belgium.Heating pulse tests with controlled power supply(maximum temperature was limited to 85℃) and controlled hydraulic boundary conditions were performed under nearly constant volume conditions to study the impact of thermal loading on the clay formation.Selected test results of intact borehole samples retrieved in horizontal direction are presented and discussed.The study focuses on the time evolution of temperature and pore water pressure changes along heating and cooling paths,i.e.pore pressure build-up during quasi-undrained heating and later dissipation at constant temperature.
出处 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE 2010年第2期124-128,共5页 岩石力学与岩土工程学报(英文版)
基金 support provided by EIG EURIDICE/SCK.CEN(Belgium)through a PhD collaboration project with International Centre for Numerical Methods in Engineering(CIMNE,Spain)
关键词 natural Boom clay heating pulse test pore pressure build-up pore pressure dissipation natural Boom clay heating pulse test pore pressure build-up pore pressure dissipation
  • 相关文献

参考文献10

  • 1Vaziri H H,Byrne P M.Numerical analysis of soil sand under nonisothermal conditions[].Canadian Geotechnical Journal.1990
  • 2Gens A,Vaunat J,Garitte B,et al.In-situ behaviour of a stiff layered clay subject to thermal loading observations and interpretation[].Geotechnique.2007
  • 3De Bruyn D.Influence of a temperature increase on the physical and mechanical behaviour of the Boom clay in the framework of the HLW geological disposal[]..1999
  • 4Le T T.Comportement thermo-hydro-mécanique de lárgile de Boom[]..2008
  • 5Muoz J J,Alonso E E,Lloret A.Thermo-hydraulic characterisation of soft rock by means of heating pulse tests[].Geotechnique.2009
  • 6Lima A,Romero E,Pineda J A.Low-strain shear modulus dependence on water content of a natural stiff clay[].XIV Congresso Brasileiro de Mecanica dos Solos e Engenharia Geotécnica.2008
  • 7Coll C,Escoffier S,Hamza R W,et al.EC SELFRAC project:state of the art on fracturation and sealing-healing processes and characterisation[]..2004
  • 8Coll C.Endommagement des roches argileuses et perméabilitéinduite au voisinage d‘ouvrages souterrains[]..2005
  • 9Sultan,N.Etude du comportement thermo-mécanique de l‘argile de Boom:expériences et modélisation[]..1997
  • 10Agar,J. G.,Morgenstern,N. R.,Scott,J. D.Thermal expansion and pore pressure generation in oil sands[].Canadian Geotechnical Journal.1986

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