期刊文献+

比利时高放废物处置库设计及与基岩和工程屏障体系的热–水–力性状的相关研究(英文) 被引量:20

THE BELGIAN HLW REPOSITORY DESIGN AND ASSOCIATED R&D ON THE THM BEHAVIOUR OF THE HOST ROCK AND EBS
下载PDF
导出
摘要 在比利时,泥岩中地质处置是高放废物最终处置的首选。处置库在高放废物与生物圈之间的多重屏障基础上设计的,而 Boom 泥岩作为基岩的研究已有 20 多年历史。1980 年比利时做出重大决定,建立名为 HADES 的地下研究机构,以研究 Boom 泥岩在地下 223 m 处的力学性质,并调查和论证处置的可行性,为处置库屏障(天然和人工)提供可靠数据。在 HADES 的众多现场试验中,很多试验用来对基岩和工程屏障体系(包括封口和回填的可行性)的热–水–力性状进行研究,包括 CACTUS,ATLAS,BACCHUS 和 RESEAL 等项目。自 1995 年以来,研究开发计划向大型和示范性试验方向发展。最主要成果是运用工业技术建立地下研究设施(竖井和井巷)可行性得到了验证,且这种工业技术给研究提供一个较好机会,便于进一步认识基岩泥岩(CLIPEX 方案)的水–力性状及了解隧道开挖工程(SELFRAC 课题)对挖掘破坏区的影响。另一个重大成果是成功地实现对一种称为“OPHELE”的预制膨润土(人工屏障材料)加热和水化地面大型试验。下一步工作内容包括实现大尺寸现场加热器试验(PRACLAY 试验),此试验预计于 2006 年开始,并可持续 10 a 之久。据此,首先简要描述比利时高放废物处置库设计,然后回顾 Boom 泥岩和工程屏障体系的热–水–力性状相关试验,最后介绍下一步大规模 PRACLAY 试验。 In Belgium, geological disposal in clay is the primary option for the final disposal of high-level radioactive waste(HLW). Repositories are designed on the basis of a multiple barrier system between the HLW and the biosphere. The Boom clay has been investigated for more than 20 years as the reference host rock. The most important decision was taken in 1980 to build an called high activity disposal experimental facility(HADES) in Boom clay formation at a depth of about 223 m at Mol site to investigate and demonstrate the feasibility of the disposal concepts and to provide reliable data on the performance of repository barriers(natural and engineering). Among numerous in-situ experiments carried out in HADES, several tests were designed to study the thermo-hydro-mechanical(THM) behaviour of the host rock as well as the engineered barrier system(EBS) including sealing and backfilling feasibility, such as CACTUS, ATLAS, BACCHUS, and RESEAL, etc.. Since 1995, the R&D(research and design) program has been oriented towards the large-scale feasibility and demonstration tests. Main achievements are the demonstration of the construction of the underground research facility(URF, shaft and gallery) using the industrial technique which gave an opportunity to extend the knowledge on the hydro-mechanical(HM) behaviour of host rock clay(CLIPEX project), more specifically on the excavation damaged zone(EDZ) due to tunnelling works(SELFRAC project), the realization of a large-scale heating and hydration mock-up test of a prefabricated bentonite called "OPHELIE" . Future work consists in realizing a large-scale in-situ heater test(PRACLAY experiments) that will start in 2006 for a period about 10 years. This paper will firstly give a brief description on the Belgian repository design for HLW, then a review on the performed tests regarding to the THM behaviour of the Boom clay and some EBS(in-situ and on surface mock-up), finally a general presentation on the future large-scale in-situ heater test(PRACLAY experiments).
出处 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2006年第4期681-692,共12页 Chinese Journal of Rock Mechanics and Engineering
关键词 高放废弃物贮存设计 地下研究设施 工程屏障体系 热-水-力耦合性态 开挖破坏区 模型试验 大尺寸现场试验 high-level radioactive waste(HLW) repository design underground research facility(URF) engineering barrier system(EBS) thermo-hydro-mechanical(THM) coupling behaviour excavation damaged zone(EDZ) mock-up large-scale in-situ test
  • 相关文献

参考文献13

  • 1ONDRAF/NIRAS.SAFIR 2,safety assessment and feasibility(Interim Report 2)[R].[s.l.]:[s.n.],2001.
  • 2Bel J,Debock C,Giovannini A.Alternative deep repository designs for disposal of very high level waste in Belgium[A].In:Proc.WM'04 Conference[C].Tucson,AZ:[s.n.],2004.(CD-ROM)
  • 3Bernier F,Li X L,Bastiaens W,et al.Fractures and self-healing within the excavation disturbed zone in clays(final report)[R].[s.l.]:Commission of the European Communities,2005.
  • 4Bernier F,Neerdael B.Overview of in-situ thermo-mechanical experiments in clay:concept,results and interpretations[J].Engineering Geology,1996,41:51-64.
  • 5Alonso E E,Alcoverro J.Calculation and testing of the behaviour of unsaturated clay as a barrier in radioactive waste repositories((Catsius Clay(Project,Final Report)[R].[s.l.]:EUR 19141 EN,2000.
  • 6Bernier F,Buyens M,Brosemer D,et al.Extension of an underground laboratory in a deep clay formation[A].In:GeoEng2000,Melbourne[C].Melbourne:[s.n.],2000.(CD-ROM)
  • 7Bernier F,Li X L,Verstricht J,et al.CLIPEX:clay instrumentation programme for the extension of an underground research laboratory(Final Report)[R].[s.l.]:EUR 20619 EN,2003.
  • 8Li X L.The hydro-mechanical behaviour of the host rock during excavation of the connecting gallery[R].Euridice:News N° 2,2003.
  • 9Mertens J,Bastiaens W,Dehandschutter B.Characterization of induced discontinuities in the Boom clay around the underground excavations(URF,Mol,Belgium)[J].Applied Clay Science,2004,26:413-428.
  • 10Van Humbeeck H,Catabin C.The mock-up OPHELIE:a large-scale backfill test for HLW disposal[A].In:International Meeting,Clays in Natural and Engineered Barriers for Radioactive Waste Confinement[C].Reims:[s.n.],2002.117-118.

同被引文献273

引证文献20

二级引证文献177

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