Numerical investigation of the thermal hydrofracturing behavior of the Callovo-Oxfordian claystone

被引:1
|
作者
Plua, Carlos [1 ]
Vu, Minh-Ngoc [2 ]
Armand, Gilles [1 ]
Ouraga, Zady [3 ]
Yu, Zhan [4 ]
Shao, Jian-Fu [4 ]
Wang, Qianyun [5 ,6 ]
Shao, Hua [5 ,6 ]
Sasaki, Tsubasa
Yoon, Sangcheol
Rutqvist, Jonny
Song, Fei [7 ,8 ]
Collico, Stefano [7 ,8 ]
Gens, Antonio [7 ,8 ]
Bruffell, Louise [9 ]
Thatcher, Kate [9 ]
Bond, Alexander E. [9 ]
机构
[1] Andra, Underground Res Lab, Meuse Haute Marne, F-55290 Bure, France
[2] Andra, F-92290 Chatenay Malabrytenay Mal, France
[3] Ineris, French Natl Inst Ind Environm & Risks, F-60550 Verneuil En Halatte, France
[4] Univ Lille, CNRS, EC Lille, LaMcube, F-59000 Lille, France
[5] Fed Inst Geosci & Nat Resources BGR, D-30655 Hannover, Germany
[6] Lawrence Berkeley Natl Lab, Earth Sci Div, Berkeley, CA 94720 USA
[7] Univ Politecn Cataluna, BarcelonaTech UPC, Barcelona 08034, Spain
[8] Int Ctr Numer Methods Engn CIMNE, Barcelona 08034, Spain
[9] Quintessa Ltd, Warrington WA3 6GA, England
关键词
Radioactive waste disposal; In-situ experiment; Thermal pressurization; Thermo-hydromechanical modelling; Claystone; DISPOSAL; PROGRAM; ROCKS; MODEL;
D O I
10.1016/j.gete.2024.100596
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
This study addresses the thermal hydrofracturing behavior in claystone within the context of the high-level and intermediate-level long-lived radioactive waste disposal. The heat generated by the waste packages will lead to a temperature increment within the host formation, inducing a pore pressure build-up essentially due to the difference between the thermal expansion coefficient of the pore water and that of the solid skeleton. If the induced pore pressure build-up is too high, the host formation will experience tensile stresses, potentially exceeding its tensile strength and resulting in fracturing. Understanding of these processes and improving numerical models to reproduce them will help the design, optimization, and safety of the repository. Additionally, it will contribute to demonstrating robustness by showing that such processes are not expected to occur at the repository scale. This study was conducted as part of the DECOVALEX-2023 project and synthesizes the efforts of six research teams modelling laboratory thermal extension tests conducted on Callovo-Oxfordian claystone (COx) samples, as well as an in-situ thermal hydrofracturing experiment conducted at the Meuse/Haute-Marne Underground Research Laboratory in France. The teams used different numerical codes with different approaches, including continuum and discrete approaches, to model these two tests. The laboratory tests were used to calibrate the teams' models, such as the fracturing criterion. The teams considered a thermo-hydromechanical formulation under saturated conditions. One of the key features of their models was the incorporation of changes in the hydraulic properties of the COx through hydromechanical coupling. The approaches developed by the teams demonstrated their capability to analyze and reproduce fracture initiation in the COx in terms of time of occurrence and location based on their respective stress analyses. However, attempts to reproduce fracture aperture or fracture propagation were less accurate and remain areas for future research, which were beyond the scope of this study.
引用
收藏
页数:20
相关论文
共 50 条
  • [21] Investigation into the hydration- and compression-induced damage of Callovo-Oxfordian claystone
    Wang, Hao
    Cui, Yu-Jun
    Vu, Minh-Ngoc
    Talandier, Jean
    ACTA GEOTECHNICA, 2024, 19 (04) : 2315 - 2322
  • [22] Gas injection test in the Callovo-Oxfordian claystone: data analysis and numerical modelling
    De La Vaissiere, Remi
    Gerard, Pierre
    Radu, Jean-Pol
    Charlier, Robert
    Collin, Frederic
    Granet, Sylvie
    Talandier, Jean
    Piedevache, Mederic
    Helmlinger, Benjamin
    CLAYS IN NATURAL AND ENGINEERED BARRIERS FOR RADIOACTIVE WASTE CONFINEMENT, 2014, 400 : 427 - 441
  • [23] Investigation into the hydration- and compression-induced damage of Callovo-Oxfordian claystone
    Hao Wang
    Yu-Jun Cui
    Minh-Ngoc Vu
    Jean Talandier
    Acta Geotechnica, 2024, 19 : 2315 - 2322
  • [24] Response of Callovo-Oxfordian claystone during drying tests: unsaturated hydromechanical behavior
    Théophile Guillon
    Richard Giot
    Albert Giraud
    Gilles Armand
    Acta Geotechnica, 2012, 7 : 313 - 332
  • [25] Swelling creep diagenesis damage model for the Callovo-Oxfordian claystone
    Robinet, Jean-Claude
    Valogiannis, Asterios
    Djeran-Maigre, Irini
    ENGINEERING GEOLOGY, 2024, 341
  • [26] Water Saturation Induced Strength Degradation of Callovo-Oxfordian Claystone
    Liu, Zaobao
    Shao, Jianfu
    Xu, Ying
    BIFURCATION AND DEGRADATION OF GEOMATERIALS WITH ENGINEERING APPLICATIONS, 2017, : 11 - 17
  • [27] Effect of fracture voids on the swelling behaviour of Callovo-Oxfordian claystone
    Zhang, Feng
    Cui, Yu-Jun
    Conil, Nathalie
    Talandier, Jean
    ENGINEERING GEOLOGY, 2021, 280
  • [28] A microstructure insight into the water retention properties of the Callovo-Oxfordian claystone
    Menaceur, Hamza
    Delage, Pierre
    Anh Minh Tang
    Talandier, Jean
    3RD EUROPEAN CONFERENCE ON UNSATURATED SOILS - E-UNSAT 2016, 2016, 9
  • [29] On the Thermo-Hydro-Mechanical Pressurization in Callovo-Oxfordian Claystone under Thermal Loading
    Seyedi, Darius
    Armand, Gilles
    Conil, Nathalie
    Vitel, Manon
    Minh-Ngoc Vu
    POROMECHANICS VI: PROCEEDINGS OF THE SIXTH BIOT CONFERENCE ON POROMECHANICS, 2017, : 754 - 761
  • [30] Fracture effect on the hydro-mechanical behaviour of Callovo-Oxfordian claystone
    Wang, Hao
    Cui, Yu-Jun
    Vu, Minh Ngoc
    Talandier, Jean
    Conil, Nathalie
    ENGINEERING GEOLOGY, 2022, 303