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      KCI등재 SCOPUS SCIE

      Implementation of the strain hardening model into buffer material in high level waste repository

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      https://www.riss.kr/link?id=A104624294

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      다국어 초록 (Multilingual Abstract)

      Engineered Barrier System (EBS) primarily provides a protective cover for the High Level Waste (HLW) canisters.
      In addition, it functions as an efficient hydraulic and chemical barrier system. For in situ disposal applications, the ideal buffer material is bentonite and it is fabricated into blocks to build EBS. Currently, traditional methods introduce significant errors in constitutive modeling of those modeled blocks. In this paper, the particular failure laws and stress-strain laws of bentonite blocks were furnished from a lot of uniaxial and triaxial tests. Also, it showed that the stress-strain relations given by the traditional constitutive relations did not correspond to the failure forms of bentonite specimens in the experiments. On this basis, the relations between internal friction angle, cohesion and plastic strain were analyzed so that a new strain hardening model was established under the framework of Mohr-Coulomb criterion. In the end, a series of 3D computation of HLW disposal were carried out using the software FLAC3D, where the proposed strain hardening model led to satisfactory prediction of the buffer materials.
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      Engineered Barrier System (EBS) primarily provides a protective cover for the High Level Waste (HLW) canisters. In addition, it functions as an efficient hydraulic and chemical barrier system. For in situ disposal applications, the ideal buffer mater...

      Engineered Barrier System (EBS) primarily provides a protective cover for the High Level Waste (HLW) canisters.
      In addition, it functions as an efficient hydraulic and chemical barrier system. For in situ disposal applications, the ideal buffer material is bentonite and it is fabricated into blocks to build EBS. Currently, traditional methods introduce significant errors in constitutive modeling of those modeled blocks. In this paper, the particular failure laws and stress-strain laws of bentonite blocks were furnished from a lot of uniaxial and triaxial tests. Also, it showed that the stress-strain relations given by the traditional constitutive relations did not correspond to the failure forms of bentonite specimens in the experiments. On this basis, the relations between internal friction angle, cohesion and plastic strain were analyzed so that a new strain hardening model was established under the framework of Mohr-Coulomb criterion. In the end, a series of 3D computation of HLW disposal were carried out using the software FLAC3D, where the proposed strain hardening model led to satisfactory prediction of the buffer materials.

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      참고문헌 (Reference)

      1 Kaufhold, S., "Water redistribution between bentonite and salt at elevated temperature" 46 : 245-250, 2009

      2 Musso, G., "The role of structure in the chemically induced deformations of FEBEX bentonite" 23 : 229-237, 2003

      3 Martin, C. D., "The effect of cohesion loss and stress path on brittle rock strength" 34 : 698-725, 1997

      4 Liu, X. D., "THMC-testing of three expandable clays of potential use in HLW repositories" 52 : 419-427, 2011

      5 Li, Q. W., "Study on the seepage and stability of carbon dioxide geological storage in scrap metal mine: a finite difference analysis" 7 : 2015

      6 Hueckel, T., "Reactive plasticity for clays: application to a natural analog of long-term geomechanical effects of nuclear waste disposal" 64 : 195-215, 2002

      7 Arson, C., "Numerical study of damage in unsaturated geological and engineered barriers" 36 : 1981-1989, 2011

      8 Xie, M. L., "Numerical simulation of reactive processes in an experiment with partially saturated bentonite" 83 : 122-147, 2006

      9 Gens, A., "Modelling thermo-hydro-mechano-chemical interactions for nuclear waste disposal" 2 : 97-102, 2010

      10 Marty, N. C. M., "Modelling the long term alteration of the engineered bentonite barrier in an underground radioactive waste repository" 47 : 82-90, 2010

      1 Kaufhold, S., "Water redistribution between bentonite and salt at elevated temperature" 46 : 245-250, 2009

      2 Musso, G., "The role of structure in the chemically induced deformations of FEBEX bentonite" 23 : 229-237, 2003

      3 Martin, C. D., "The effect of cohesion loss and stress path on brittle rock strength" 34 : 698-725, 1997

      4 Liu, X. D., "THMC-testing of three expandable clays of potential use in HLW repositories" 52 : 419-427, 2011

      5 Li, Q. W., "Study on the seepage and stability of carbon dioxide geological storage in scrap metal mine: a finite difference analysis" 7 : 2015

      6 Hueckel, T., "Reactive plasticity for clays: application to a natural analog of long-term geomechanical effects of nuclear waste disposal" 64 : 195-215, 2002

      7 Arson, C., "Numerical study of damage in unsaturated geological and engineered barriers" 36 : 1981-1989, 2011

      8 Xie, M. L., "Numerical simulation of reactive processes in an experiment with partially saturated bentonite" 83 : 122-147, 2006

      9 Gens, A., "Modelling thermo-hydro-mechano-chemical interactions for nuclear waste disposal" 2 : 97-102, 2010

      10 Marty, N. C. M., "Modelling the long term alteration of the engineered bentonite barrier in an underground radioactive waste repository" 47 : 82-90, 2010

      11 Seetharam, S. C., "Modelling some aspects of ion migration in a compacted bentonitic clay" 85 : 221-228, 2006

      12 Arcos, D., "Geochemical model of the granite-bentonite-groundwater interaction at Äspö HRL (LOT experiment)" 23 : 219-228, 2003

      13 Ma, A., "Geochemical behaviour of a bentonite barrier in the laboratory after up to 8 years of heating and hydration" 25 : 809-824, 2010

      14 Gera, F., "Critical issues in modelling the long-term hydro-thermo-mechanical performance of natural clay barriers" 41 : 17-33, 1996

      15 Castellanos, E., "Chemical impact on the hydro-mechanical behaviour of high-density FEBEX bentonite" 33 : S516-S526, 2008

      16 Vaunat, J., "Analysis of the hydration of a bentonite seal in a deep radioactive waste repository" 81 : 317-328, 2005

      17 Ye, W. M., "An experimental study of the water transfer through confined compacted GMZ bentonite" 108 : 169-176, 2009

      18 Jacinto, A. C., "Adaptation of the van Genuchten expression to the effects of temperature and density for compacted bentonites" 42 : 575-582, 2009

      19 Zheng, L., "A coupled THC model of the FEBEX in situ test with bentonite swelling and chemical and thermal osmosis" 126 : 45-60, 2011

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2003-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2002-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2000-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.98 0.27 0.74
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.68 0.59 0.424 0.15
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