期刊文献+

Simulations of THM processes in buffer-rock barriers of high-level waste disposal in an argillaceous formation 被引量:2

Simulations of THM processes in buffer-rock barriers of high-level waste disposal in an argillaceous formation
在线阅读 下载PDF
导出
摘要 The main objective of this paper is to investigate and analyse the thermo-hydro-mechanical(THM) coupling phenomena and their influences on the repository safety.In this paper,the high-level waste(HLW) disposal concept in drifts in clay formation with backfilled bentonite buffer is represented numerically using the CODE BRIGHT developed by the Technical University of Catalonia in Barcelona.The parameters of clay and bentonite used in the simulation are determined by laboratory and in situ experiments.The calculation results are presented to show the hydro-mechanical(HM) processes during the operation phase and the THM processes in the after-closure phase.According to the simulation results,the most probable critical processes for the disposal project have been represented and analyzed.The work also provides an input for additional development regarding the design,assessment and validation of the HLW disposal concept. The main objective of this paper is to investigate and analyse the thermo-hydro-mechanical(THM) coupling phenomena and their influences on the repository safety.In this paper,the high-level waste(HLW) disposal concept in drifts in clay formation with backfilled bentonite buffer is represented numerically using the CODE BRIGHT developed by the Technical University of Catalonia in Barcelona.The parameters of clay and bentonite used in the simulation are determined by laboratory and in situ experiments.The calculation results are presented to show the hydro-mechanical(HM) processes during the operation phase and the THM processes in the after-closure phase.According to the simulation results,the most probable critical processes for the disposal project have been represented and analyzed.The work also provides an input for additional development regarding the design,assessment and validation of the HLW disposal concept.
出处 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2013年第4期277-286,共10页 岩石力学与岩土工程学报(英文版)
基金 financed and supported by the German research institute "Gesellschaft für Anlagen-und Reaktorsicherheit (GRS) mbH"
关键词 Thermo-hydro-mechanical(THM) coupling processes Clay formation Unsaturated porous media Bentonite buffer CODE BRIGHT Thermo-hydro-mechanical(THM) coupling processes Clay formation Unsaturated porous media Bentonite buffer CODE BRIGHT
  • 相关文献

参考文献1

二级参考文献9

  • 1Gawin D,Baggio P,Schrefler B A.Coupled heat,water and gas flow in deformable porous media[J].Int.J.for Num.Meth.in Fluids,1995,20:969-987.
  • 2Olivella S,Carrera J,Gens A,et al.Non-isothermal multiphase flow of brine and gas through saline media[J].Transport in Porous Media,1994,15:271-293.
  • 3Thomas H R,He Y.An analysis of coupled heat,moisture and air transfer in a deformable unsaturated soil[J].Geotechnique,1995,45(4):677-689.
  • 4Carter J P,Booker J R,Small J C.The analysis of finite elasto-plastic consolidation[J].International Journal for Numerical and Analytical Methods in Geomechanics,1979,2:107-129.
  • 5Gens A,Potts D M.Critical state models in computational geomechanics[J].Engineering Computations,1988,5:178-197.
  • 6Schrefler B A,Zhan X.A fully coupled model for water flow and airflow in deformable porous media[J].Water Resources Res.,1993,29:155-167.
  • 7Olivella S,Gens A,Carrera J,et al.Numerical formulation for a simulator(CODE_BRIGHT) for the coupled analysis of saline media[J].Engineering Computations,1996,13:87-112.
  • 8Gens A,Garcia-Molina A J,Olivella S,et al.Analysis of full scale in-situ heating test simulating repository conditions[J].International Journal for Numerical and Analytical Methods in Geomechanics,1998,22(7):515-548.
  • 9Gens A,Olivella S,Buxo P.Modelling of the THM behaviour of an engineered barrier.C-waste canisters[R].Paris:ANDRA,CRP0UPC,1998.98-100.

共引文献7

同被引文献23

  • 1陈宝,钱丽鑫,叶为民,崔玉军,王驹.高庙子膨润土的土水特征曲线(英文)[J].岩石力学与工程学报,2006,25(4):788-793. 被引量:52
  • 2GENS A, VAUNAT J, GARITTE B, WILEVEAU Y. In situ behaviour of a stiff layered clay subject to thermal loading: observations and interpretation[J]. Geotecbniquc, 2007, 57(2): 207-28.
  • 3LALOUI L, FRAN<;orS B, NUTH M, PERON H, KOLIJI A. A thermo-hydro-mechanical stress-strain framework for modeling the performance of clay barriers in deep geological repositories for radioactive waste[C]// 1st European Conf on Unsaturated Soils. Durham, UK: CRC Press, 2008:63-80.
  • 4THURY M. The characteristics of the Opalinus clay investigated in the Mont Terri underground rock laboratory in Switzerland[J]. Applied physics, 2002, 3: 923-933.
  • 5SONNENTHAL E, ITOB A, SPYCHER N, YUI M, APPS J, SUGITAB Y, CONRADA M, KAWAKAMI S. Approaches to modeling coupled thermal, hydrological, and chemical processes in the drift scale heater test at Yucca Mountain[Jl. International Journal of Rock Mechanics & Mining Sciences, 2005, 42: 698-719.
  • 6ZHANG Yu-jun, ZHANG Wei-qing. 2D FEM analysis for coupled therrno-hydro-mechanical-migratory processes in near field of hypothetical nuclear waste repository[J]. Journal of Central South University of Technology, 2010, 17: 612-620.
  • 7FABRICE D, CHAO L, LYESSE L. THM coupling sensitivity analysis in geological nuclear waste storage[J]. Engineering Geology, 2013, 163: 113-121.
  • 8THURY M, BOSSART P. The Mont Terri rock laboratory, a new international research project in a Mesozoic shale formation, in Switzerland[J]. Engineering Geology, 1999, 52: 347-359.
  • 9ZHANG Chun-liang, ROTHFUCHS T, SU K, HOTEIT N. Experimental study of the thermo-hydro-mechanical behaviour of indurated clays[J]. Physics and Chemistry of the Earth, 2007, 32: 957-965.
  • 10OLIVELLA S, GENS A. Double structure THM analyses of a heating test in a fractured tuff incorporating intrinsic permeability variations[J]. International Journal of Rock Mechanics & Mining Sciences, 2005, 42: 667-679.

引证文献2

二级引证文献1

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