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  • 1
    Online Resource
    Online Resource
    Elsevier BV ; 2014
    In:  International Journal of Rock Mechanics and Mining Sciences Vol. 67 ( 2014-04), p. 191-201
    In: International Journal of Rock Mechanics and Mining Sciences, Elsevier BV, Vol. 67 ( 2014-04), p. 191-201
    Type of Medium: Online Resource
    ISSN: 1365-1609
    Language: English
    Publisher: Elsevier BV
    Publication Date: 2014
    detail.hit.zdb_id: 2016557-2
    SSG: 19,1
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  • 2
    In: Safety of Nuclear Waste Disposal, Copernicus GmbH, Vol. 2 ( 2023-09-06), p. 63-63
    Abstract: Abstract. The disposal of heat-generating radioactive waste in deep geologic formations is a global concern. Numerical methods play a key role in understanding and assessing the disposal scenarios of radioactive waste in deep geological repositories. However, the complexities of the thermal, hydrological, mechanical, chemical, and biological processes associated with the disposal of radioactive waste in porous and fractured materials constitute significant challenges. One of the most challenging issues in this field is the complex material behaviour of fractured crystalline rock. The presence of fractures makes the rock anisotropic, nonlinear, and dependent on loading paths. Additionally, the Biot coefficient cannot be considered constant throughout the critical and subcritical fracture development regions. These factors make the development of an accurate constitutive model for fractured crystalline hard rock a critical component of any deep geological disposal project. Furthermore, to demonstrate the integrity of the “containment effective rock area” in crystalline host rock, the qualitative integrity criteria must be quantified so that numerical simulation can be performed with concrete numerical values. Part of this assessment for a crystalline host rock is a dilatancy criterion, which is currently based on the Hoek–Brown constitutive model. This contribution provides an overview and first results of the laboratory programme, which was performed as a part of the research project. The aim was to generate a fundamental and extensive dataset for an anisotropic material used for verification and validation purposes of the newly developed constitutive model. The rock material for the test programme was “Freiberger gneiss” because of its pronounced anisotropic properties regarding deformation and strength as well as the good access to obtain a larger amount of sample material. A wide range of basic tests have been performed, e.g. determination of density and porosity, measurement of ultrasonic wave velocities to get dynamic elastic properties, Brazilian tests, and uniaxial compression tests to obtain strength data. Additionally, a large number of more complex multi-stage triaxial compression tests with examination of the post-failure region and hydromechanical coupled triaxial compression tests have been conducted or are in progress. The hydromechanical part, in particular, plays an important role in examining and quantifying the evolution of the micromechanical damage process, which changes the permeability and Biot coefficient and therefore the effective stresses inside a saturated rock material. Tests were conducted with different orientations of the structural planes in relation to the loading directions.
    Type of Medium: Online Resource
    ISSN: 2749-4802
    Language: English
    Publisher: Copernicus GmbH
    Publication Date: 2023
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  • 3
    Online Resource
    Online Resource
    TU Delft OPEN Publishing ; 2023
    In:  Symposium on Energy Geotechnics 2023 ( 2023-10-03)
    In: Symposium on Energy Geotechnics 2023, TU Delft OPEN Publishing, ( 2023-10-03)
    Abstract: Gas transport in porous media is of interest in many industrial applications, such as the oil and gas industry, geological storage, and  deep geological repositories for radioactive waste. In a deep geological repository, gas will be generated due to the corrosion of metallic components and the degradation of organic materials. This leads to a build-up of gas pressure, which may activate gas transport through the host rock as well as the excavation-damaged zone around backfilled galleries. In order to understand  different transport mechanisms involved, numerical simulations were performed, and the results were compared with laboratory data. In the framework of the EURAD/GAS project, a gas pressure-dependent permeability model was implemented into the finite element code OpenGeoSys-6 (OGS-6) [1]. The permeability alteration in this model is a function of gas pressure. The laboratory experiments showed that the rate of permeability change are different at low and high gas pressures. Therefore, the permeability model employed a threshold pressure ( to categorize this behaviour.  and  are empirical parameters. Moreover, two other permeability models were employed to study the hydro-mechanical behaviour of the host rock and permeability changes. In the strain-dependent permeability model, the permeability change was related to the elasto-plastic behaviour of the host rock, and in the embedded fracture model, it was related to the opening and closure of fractures [3] [4]. Thus, volumetric elastic strain and equivalent plastic strain are employed to be the controlling variables. The initial  permeability of the intact rock samples were determined by applying a constant pressure at the upstream and downstream of the samples (i.e. constant pressure gradient). The imperical parameters were determined by matching experimental and numerical results. Two types of gas injection tests carried out by the Institute for Rock Mechanics (IFG GmbH, See Figure 1) were used to investigate the gas transport through Opalinus Clay and to examine the permeability models [2]. The first experiment demonstrates an advective-diffusiion gas transport through the sample and an elastic deformation. The second experiment highlights the formation of a tensile fracture (plastic deformation and preferred flow path). In both experiments the advective transport is the dominant transport mechanism. The strain-dependent permeability model was successfully applied to reproduce the hydro-mechanical behaviour of the host rock in both elastic deformation test and tensile fracture test (see Figures 2 and 3). The hydro-mechanical response of a saturated single phase flow model was compared with the behaviour of a saturated two-phase flow model. Both single phase and two-phase flow models were able to describe the hydraulic as well as mechanical behaviour of the experiments performed. Therefore, one can conclude that in these experiments the water phase (wet-phase) was immobile. A gas injection test under triaxial conditions was performed by École Polytechnique Fédérale de Lausanne (EPFL) in saturated Opalinus Clay (Fig. 4). The numerical simulations reproduced the hydro-mechanical behaviour of the sample during the gas injection test. A two-phase flow model was applied to simulate the experiment. The relative permeabilities and capillary pressure functions followed Mualem approach and van Genuchten formulation, respectively. The outflow volume and mechanical response of the sample were measured. The experimental results were in good agreement with the numerical ones. The results of the modelling illustrated the penetration of gas into the sample and hence, the displacement of water (see Figures 5 and 6).
    Type of Medium: Online Resource
    ISSN: 2950-4104
    Language: Unknown
    Publisher: TU Delft OPEN Publishing
    Publication Date: 2023
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  • 4
    Online Resource
    Online Resource
    Springer Science and Business Media LLC ; 2016
    In:  Environmental Earth Sciences Vol. 75, No. 20 ( 2016-10)
    In: Environmental Earth Sciences, Springer Science and Business Media LLC, Vol. 75, No. 20 ( 2016-10)
    Type of Medium: Online Resource
    ISSN: 1866-6280 , 1866-6299
    Language: English
    Publisher: Springer Science and Business Media LLC
    Publication Date: 2016
    detail.hit.zdb_id: 2493699-6
    SSG: 13
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  • 5
    Online Resource
    Online Resource
    Springer Science and Business Media LLC ; 2014
    In:  Rock Mechanics and Rock Engineering Vol. 47, No. 2 ( 2014-3), p. 421-434
    In: Rock Mechanics and Rock Engineering, Springer Science and Business Media LLC, Vol. 47, No. 2 ( 2014-3), p. 421-434
    Type of Medium: Online Resource
    ISSN: 0723-2632 , 1434-453X
    Language: English
    Publisher: Springer Science and Business Media LLC
    Publication Date: 2014
    detail.hit.zdb_id: 1476578-0
    SSG: 16,13
    SSG: 19,1
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  • 6
    In: Geofluids, Hindawi Limited, Vol. 2019 ( 2019-11-06), p. 1-13
    Abstract: The pressure records of an interference test on a huge hydraulic fracture in a layered sedimentary rock formation of the Northwest German Basin were analysed in order to determine fracture transmissivity and fracture storage coefficient. The fracture had been created by injecting some 20,000 m 3 of freshwater at 3800 m depth in borehole Horstberg Z1 of the geothermal research project GeneSys. Its main purpose is to study the hydraulic properties and mechanical behaviour of artificial fractures kept open by the so called self-propping effect which results from the misfit of the opposite fracture surfaces being sheared during fracture propagation. A diagnosis of the pressure records of the interference test showed that the flow geometry is parallel (vertical linear fracture flow) rather than radial or bilinear. This is explained by assuming a highly conductive flow channel within the fracture resulting from a turn of tensile to mixed-mode fracture propagation. Based on this observation an analytical 1D-model was developed that describes transient fluid-flow in a vertical fracture that is imbedded in impermeable rock and is vertically confined by permeable rock layers. This model was verified by a corresponding 1D-numerical model and was then used to fit the observed pressure records of the constant rate interference test. The fitting procedure yielded a transmissivity of the self-propped fracture in claystone that is more than ten times lower than the transmissivity of self-propped fractures in granite as observed in HDR/EGS systems (Hot-Dry-Rock/Enhanced Geothermal Systems). At the same time it is more than ten times higher than the transmissivity of propped fractures in shale gas reservoirs. The injectivity index of the studied fracture resulting from transmissivity and the high length to height ratio of the fracture enables to circulate water or brine through the fracture at flow rates up to about 0.005 m 3 /s. For the given temperature of about 150°C this would satisfy the heat demand of small to medium size building complexes. Higher flow rates and heat production could be achieved with multiple fractures of this kind. The results obtained in borehole Horstberg Z1 are promising but more in-situ experiments in various rock formations and different stress regimes are necessary to generalize the results.
    Type of Medium: Online Resource
    ISSN: 1468-8115 , 1468-8123
    Language: English
    Publisher: Hindawi Limited
    Publication Date: 2019
    detail.hit.zdb_id: 2045012-6
    SSG: 13
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  • 7
    Online Resource
    Online Resource
    Springer Science and Business Media LLC ; 2014
    In:  Pure and Applied Geophysics Vol. 171, No. 7 ( 2014-7), p. 1187-1201
    In: Pure and Applied Geophysics, Springer Science and Business Media LLC, Vol. 171, No. 7 ( 2014-7), p. 1187-1201
    Type of Medium: Online Resource
    ISSN: 0033-4553 , 1420-9136
    Language: English
    Publisher: Springer Science and Business Media LLC
    Publication Date: 2014
    detail.hit.zdb_id: 1464028-4
    detail.hit.zdb_id: 216719-0
    SSG: 16,13
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  • 8
    Online Resource
    Online Resource
    Copernicus GmbH ; 2023
    In:  Safety of Nuclear Waste Disposal Vol. 2 ( 2023-09-06), p. 119-120
    In: Safety of Nuclear Waste Disposal, Copernicus GmbH, Vol. 2 ( 2023-09-06), p. 119-120
    Abstract: Abstract. The disposal of heat-generating radioactive waste in deep geologic formations is a global concern. Numerical methods play a key role in understanding and assessing the disposal scenarios of radioactive waste in deep geological repositories. However, the complexities of the thermal, hydrological, mechanical, chemical, and biological processes associated with the disposal of radioactive waste in porous and fractured materials constitute significant challenges. One of the most challenging issues in this field is the complex material behavior of fractured crystalline rock. The presence of fractures makes the rock anisotropic, nonlinear, and dependent on loading paths. Additionally, the Biot coefficient cannot be considered constant throughout the critical and subcritical fracture development regions. These factors make the development of an accurate constitutive model for fractured crystalline hard rock a critical component of any deep geological disposal project. Furthermore, to demonstrate the integrity of the containment-providing rock zone in crystalline host rock, the qualitative integrity criteria must be quantified so that numerical simulation can be performed with concrete numerical values. Part of this assessment for a crystalline host rock is a dilatancy criterion, which is currently based on the Hoek–Brown constitutive model. BARIK is the German acronym for the research project on which this paper is based. This contribution provides an overview of the development and verification of the BARIK constitutive model, an extended Hoek–Brown model for fractured crystalline hard rock that takes into account up to three fracture systems. The model enables the consideration of the matrix and joint behavior of the rock separately, with each component having unique strength characteristics and failure criteria. These criteria are formulated such that suitable consideration of the strength-reducing properties of the respective fracture systems during barrier integrity verification is possible. The BARIK model has been implemented into two computer codes, FLAC3D and MFront for OpenGeoSys, allowing for the identification and evaluation of any inaccuracies that may arise from the use of different codes. The model enables isotropic–elastic, orthotropic–elastic, isotropic–elasto-plastic, and orthotropic–elasto-plastic calculations of the matrix, making it a valuable tool for the site selection process and for the construction and long-term safety of underground repositories. Furthermore, this poster presentation will show how the constitutive model was evaluated in relation to the dilatancy criterion and how the BARIK constitutive model's suitability for conducting an integrity assessment was validated. In conclusion, the development of BARIK is a significant step forward in the understanding and modeling of the complex material behavior of fractured crystalline hard rock. This contribution will provide insights into the development and verification of this model for the safe disposal of radioactive waste.
    Type of Medium: Online Resource
    ISSN: 2749-4802
    Language: English
    Publisher: Copernicus GmbH
    Publication Date: 2023
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  • 9
    Online Resource
    Online Resource
    Copernicus GmbH ; 2023
    In:  Safety of Nuclear Waste Disposal Vol. 2 ( 2023-09-06), p. 121-121
    In: Safety of Nuclear Waste Disposal, Copernicus GmbH, Vol. 2 ( 2023-09-06), p. 121-121
    Abstract: Abstract. Crystalline rock formations, which are considered potential host rock formations for geological repositories in Germany, often exhibit fractures that complicate the generation of safety assessment models. To quantify the criteria outlined in the Ordinance on Repository Safety Requirements accurately, it is necessary to take these fractures into account and to consider both intact rock and rock mass properties in numerical models. The consideration of fractures in numerical models is a challenge due to the complex three-dimensional nature of the fractures. In the literature, various methods to approach this challenge are documented, but the combination of assumptions and simplifications often associated with these methods can lead to significant uncertainties in numerical calculations. To address this challenge, we evaluated the suitability of various modelling approaches in fractured media, based on criteria such as accuracy, computational efficiency, ease of implementation, and suitability for specific types of problems. Comparative calculations (benchmarks) are used to develop the corresponding numerical models based on previously defined generic models that contain fractures. In this way, it is possible to clarify the influence of different numerical approaches on modelling results, thus providing a basis for assessing the modelling uncertainties required in the safety case. We would like to give an overview of two R&D projects, SUSE (Safety analyses for repository systems in crystalline rocks) and PRECODE (Investigating the impacts of mining activities at great depths on the integrity of crystalline rock in the context of high-level radioactive waste disposal). SUSE addresses hydraulic problems, specifically groundwater flow in fractured crystalline rock. Analysing groundwater flow direction and rate is crucial to assess the transport of radionuclides in the geosphere, as they are most likely to be transported by groundwater. Different approaches were tested, such as approaches that consider the fractures in an explicit manner and approaches that try to upscale the heterogeneous fracture properties, and were compared with each other via benchmark cases. The cases specified differ mainly in the number of fractures considered (single fracture and fracture network) and the physical processes to be simulated (fluid flow and solute transport). PRECODE, on the other hand, focuses on mechanical problems, specifically the mechanical integrity of the geological barrier. The integrity must be shown by demonstrating that the dilatant strength and expected fluid pressure do not exceed the strength of the host rock. Different approaches were tested, such as approaches that explicitly represent fractures using discontinuum and continuum methods as well as upscaling approaches that consider only the integral strength of a rock mass, and were compared with each other via benchmark cases. The assumed cases differ mainly in the respective scale considered, such as borehole, tunnel, and repository scales. Overall, this research provides insight into the challenges and best practices for modelling fractures in geological repositories and for improving the safety of high-level radioactive waste disposal.
    Type of Medium: Online Resource
    ISSN: 2749-4802
    Language: English
    Publisher: Copernicus GmbH
    Publication Date: 2023
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  • 10
    Online Resource
    Online Resource
    Springer Science and Business Media LLC ; 2016
    In:  Pure and Applied Geophysics Vol. 173, No. 8 ( 2016-8), p. 2841-2855
    In: Pure and Applied Geophysics, Springer Science and Business Media LLC, Vol. 173, No. 8 ( 2016-8), p. 2841-2855
    Type of Medium: Online Resource
    ISSN: 0033-4553 , 1420-9136
    Language: English
    Publisher: Springer Science and Business Media LLC
    Publication Date: 2016
    detail.hit.zdb_id: 1464028-4
    detail.hit.zdb_id: 216719-0
    SSG: 16,13
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