Academic literature on the topic 'Opalinus clay'

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Journal articles on the topic "Opalinus clay"

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Mitzscherling, Julia, and Dirk Wagner. "Bedeutung von Mikroorganismen für die Endlagerung radioaktiver Abfälle." BIOspektrum 30, no. 5 (2024): 520–23. http://dx.doi.org/10.1007/s12268-024-2253-3.

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AbstractDeep geological repositories are the international consensus solution for safely isolating high-level nuclear waste from the biosphere. In Germany, among others Opalinus Clay is under consideration to serve as stable host rock environment. Although physical and chemical characteristics of clays suppress microbial growth, Opalinus Clay harbors diverse microbial communities that can be relevant for the safety of a repository.
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Kaufhold, Annette, Matthias Halisch, Gerhard Zacher, and Stephan Kaufhold. "X-ray computed tomography investigation of structures in Opalinus Clay from large-scale to small-scale after mechanical testing." Solid Earth 7, no. 4 (2016): 1171–83. http://dx.doi.org/10.5194/se-7-1171-2016.

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Abstract. In the past years X-ray computed tomography (CT) has became more and more common for geoscientific applications and is used from the µm-scale (e.g. for investigations of microfossils or pore-scale structures) up to the dm-scale (full drill cores or soil columns). In this paper we present results from CT imaging and mineralogical investigations of an Opalinus Clay core on different scales and different regions of interest, emphasizing especially the 3-D evaluation and distribution of cracks and their impact on mechanical testing of such material. Enhanced knowledge of the testing beha
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Bleyen, Nele, Joe S. Small, Kristel Mijnendonckx, et al. "Ex and In Situ Reactivity and Sorption of Selenium in Opalinus Clay in the Presence of a Selenium Reducing Microbial Community." Minerals 11, no. 7 (2021): 757. http://dx.doi.org/10.3390/min11070757.

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79Se is a critical radionuclide concerning the safety of deep geological disposal of certain radioactive wastes in clay-rich formations. To study the fate of selenium oxyanions in clayey rocks in the presence of a selenium reducing microbial community, in situ tests were performed in the Opalinus Clay at the Mont Terri Rock Laboratory (Switzerland). Furthermore, biotic and abiotic batch tests were performed to assess Se(VI) and Se(IV) reactivity in the presence of Opalinus Clay and/or stainless steel, in order to support the interpretation of the in situ tests. Geochemical modeling was applied
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Finck, N. "Iron speciation in Opalinus clay minerals." Applied Clay Science 193 (August 2020): 105679. http://dx.doi.org/10.1016/j.clay.2020.105679.

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Asim, Taimoor, and Haval Kukha Hawez. "Effects of CO2 Geosequestration on Opalinus Clay." Energies 17, no. 10 (2024): 2431. http://dx.doi.org/10.3390/en17102431.

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CO2 geosequestration is an important contributor to United Nations Sustainable Development Goal 13, i.e., Climate Action, which states a global Net-Zero CO2 emissions by 2050. A potential impact of CO2 geosequestration in depleted oil and gas reservoirs is the variations in induced pressure across the caprocks, which can lead to significant local variations in CO2 saturation. A detailed understanding of the relationship between the pressure gradient across the caprock and local CO2 concentration is of utmost importance for assessing the potential of CO2 geosequestration. Achieving this through
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Nguyen, T. S., and A. D. Le. "Development of a constitutive model for a bedded argillaceous rock from triaxial and true triaxial tests." Canadian Geotechnical Journal 52, no. 8 (2015): 1072–86. http://dx.doi.org/10.1139/cgj-2013-0323.

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In this work, a constitutive model that predicts the mechanical behaviour of Opalinus clay is developed. The model is based on the theory of plasticity, and takes into consideration the inherent anisotropy due to the existence of bedding planes, hardening behaviour before the peak strength, softening behaviour after the peak, and creep effects. The model was implemented into the equations of pseudostatic equilibrium to simulate the mechanical response of Opalinus clay during conventional triaxial tests (using cylindrical samples) and true triaxial tests (using cubic samples). The model satisfa
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Wild, Katrin M., Patric Walter, and Florian Amann. "The response of Opalinus Clay when exposed to cyclic relative humidity variations." Solid Earth 8, no. 2 (2017): 351–60. http://dx.doi.org/10.5194/se-8-351-2017.

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Abstract. Clay shale specimens were exposed to cyclic relative humidity (RH) variations to investigate the response of the material to natural environmental changes. Opalinus Clay, a clay shale chosen as host rock for nuclear waste disposal in Switzerland, was utilized. The specimens were exposed to stepwise relative humidity cycles in which they were alternately allowed to equilibrate at 66 and 93 % relative humidity. Principal strains were monitored throughout the experiments using strain gauges. After each relative humidity cycle, Brazilian tensile strength tests were performed to identify
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Schulze, Otto. "Strengthening and stress relaxation of Opalinus Clay." Physics and Chemistry of the Earth, Parts A/B/C 36, no. 17-18 (2011): 1891–97. http://dx.doi.org/10.1016/j.pce.2011.07.090.

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Boylan, Aislinn A., Carla Perez-Mon, Laurent Guillard, et al. "H2-fuelled microbial metabolism in Opalinus Clay." Applied Clay Science 174 (June 2019): 69–76. http://dx.doi.org/10.1016/j.clay.2019.03.020.

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Hunsche, Udo, Fritz Walter, and Hajo Schnier. "Evolution and failure of the Opalinus clay." Applied Clay Science 26, no. 1-4 (2004): 403–11. http://dx.doi.org/10.1016/j.clay.2003.12.033.

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Dissertations / Theses on the topic "Opalinus clay"

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Pei, Jianyong 1975. "Effect of sample disturbance in opalinus clay shales." Thesis, Massachusetts Institute of Technology, 2003. http://hdl.handle.net/1721.1/28302.

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Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, February 2004.<br>Includes bibliographical references (p. 209-213).<br>The sample disturbance problem for different geomaterials is reviewed in this thesis. A general discussion on the disturbance sources and complexities of the disturbance problem is followed by detailed reviews on disturbance mechanisms and effects in soil and rock. This investigation leads to the conclusions that the combination of theoretical and physical modeling is an effective way to study the disturbance problem. Followi
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Joseph, Claudia. "The ternary system U(VI) / humic acid / Opalinus Clay." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2013. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-119365.

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The storage of nuclear waste in deep geological formations is discussed worldwide as the main strategy for nuclear waste management. To ensure the confinement of the nuclear waste, a multiple barrier system which consists of engineered, geo-engineered, and geological barriers will be applied. Thereby, in Germany the definition of the isolating rock zone represents an important safety function indicator. Clay rock is internationally investigated as potential host rock for a repository and represents a part of the geological barrier. In the present work, the natural clay rock Opalinus Clay from
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Pękala, Marek. "The mobility of ²³⁸U, ²³⁴U and ²³°Th radionuclides in the opalinus clay, Switzerland /." Bern : [s.n.], 2007. http://www.ub.unibe.ch/content/bibliotheken_sammlungen/sondersammlungen/dissen_bestellformular/index_ger.html.

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Ji, Yu Catherine Feng. "Comparative study of convective and diffusive transport phenomena within the opalinus clay of Mont Terri." Thesis, Aix-Marseille, 2017. http://www.theses.fr/2017AIXM0409/document.

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La sûreté des installations de stockage profond des déchets radioactifs repose sur l’évaluation des propriétés de confinement de la barrière géologique et des processus qui y régissent le transport des radionucléides. La thèse est menée dans le cadre de l’expérience Deep Borehole du projet Mont Terri. Elle vise à renforcer l’évaluation de l’importance relative des phénomènes de transfert convectifs et diffusifs au sein de l’Argile à Opalines (OPA) et à apporter des éclaircissements concernant l’impact des phénomènes transitoires chimique et hydraulique sur ces transferts et la génération d’ano
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Laurich, Ben Verfasser], Janos [Akademischer Betreuer] [Urai, and Manuel [Akademischer Betreuer] Sintubin. "Evolution of microstructure and porosity in faulted Opalinus Clay / Ben Laurich ; János Urai, Manuel Sintubin." Aachen : Universitätsbibliothek der RWTH Aachen, 2015. http://d-nb.info/1130326489/34.

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Laurich, Ben [Verfasser], Janos [Akademischer Betreuer] Urai, and Manuel [Akademischer Betreuer] Sintubin. "Evolution of microstructure and porosity in faulted Opalinus Clay / Ben Laurich ; János Urai, Manuel Sintubin." Aachen : Universitätsbibliothek der RWTH Aachen, 2015. http://d-nb.info/1130326489/34.

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Schmeide, Katja, and Gert Bernhard. "Joint Project: Interaction and transport of actinides in natural clay rock with consideration of humic substances and clay organics - Characterization and quantification of the influence of clay organics on the interaction and diffusion of uranium and americium in the clay." Helmholtz-Zentrum Dresden-Rossendorf, 2012. http://nbn-resolving.de/urn:nbn:de:bsz:d120-qucosa-85396.

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The objective of this project was the study of basic interaction processes in the systems actinide - clay organics - aquifer and actinide - natural clay - clay organics - aquifer. Thus, complexation, redox, sorption and diffusion studies were performed. To evaluate the influence of nitrogen, phosphorus and sulfur containing functional groups of humic acid (HA) on the complexation of actinides in comparison to carboxylic groups, the Am(III) and U(VI) complexation by model ligands was studied by UV-Vis spectroscopy and TRLFS. The results show that Am(III) is mainly coordinated via carboxylic gr
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Moll, Henry, Laura Lütke, Velina Bachvarova, et al. "Microbial Diversity in Opalinus Clay and Interaction of Dominant Microbial Strains with Actinides (Final Report BMWi Project No.: 02 E 10618)." Forschungszentrum Dresden, 2013. http://nbn-resolving.de/urn:nbn:de:bsz:d120-qucosa-124643.

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For the first time microbial tDNA could be isolated from 50 g unperturbed Mont Terri Opalinus Clay. Based on the analysis of the tDNA the bacterial diversity of the unperturbed clay is dominated by representatives of Firmicutes, Betaproteobacteria, and Bacteriodetes. Firmicutes also dominate after treatment of the clay with R2A medium. Bacteria isolated from Mont Terri Opalinus Clay on R2A medium were related to Sporomusa spp., Paenibacillus spp., and Clostridium spp.. All further investigations are concentrated on the unique isolates Sporomusa sp. MT-2 and Paenibacillus sp. MT-2. Cells of the
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Yong, Salina. "A three-dimensional analysis of excavation-induced perturbations in the Opalinus Clay at the Mont Terri Rock Laboratory /." Zürich : Engineering Geology / Geological Institute / ETH Zürich, 2007. http://e-collection.ethbib.ethz.ch/show?type=diss&nr=17575.

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Houben, Maria Engelina [Verfasser]. "In situ characteriation of the microstructure and porosity of Opalinus Clay (Mont Terri Rock Laboratory, Switzerland) / Maria Engelina Houben." Aachen : Hochschulbibliothek der Rheinisch-Westfälischen Technischen Hochschule Aachen, 2013. http://d-nb.info/1038680247/34.

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Book chapters on the topic "Opalinus clay"

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Cajuhi, Tuanny, Nima Haghighat, Jobst Maßmann, et al. "Hydro-Mechanical Effects and Cracking in Opalinus Clay." In SpringerBriefs in Earth System Sciences. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-26493-1_2.

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AbstractIn this chapter, we investigate hydro-mechanical effects in the Opalinus Clay, especially those leading to cracking. We present a methodology comprising laboratory and field scale experiments, as well as the development and application of numerical approaches.
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Favero, Valentina, Alessio Ferrari, and Lyesse Laloui. "1D Compression Behaviour of Opalinus Clay." In Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS). Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-52773-4_37.

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Crisci, Eleonora, Alessio Ferrari, Silvio B. Giger, and Lyesse Laloui. "Anisotropic Behaviour of Shallow Opalinus Clay." In Springer Series in Geomechanics and Geoengineering. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-99670-7_55.

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Morosoli, D., G. Anagnostou, and L. Cantieni. "Design considerations for deep caverns in Opalinus Clay." In Expanding Underground - Knowledge and Passion to Make a Positive Impact on the World. CRC Press, 2023. http://dx.doi.org/10.1201/9781003348030-254.

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Crisci, Eleonora, Alessio Ferrari, Silvio Giger, and Lyesse Laloui. "One Dimensional Consolidation of Opalinus Clay from Shallow Depth." In Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS). Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-52773-4_39.

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Laurich, Ben, Janos L. Urai, Guillaume Desbois, Jop Klaver, Christian Vollmer, and Christophe Nussbaum. "Lessons Learned from Electron Microscopy of Deformed Opalinus Clay." In Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS). Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-52773-4_40.

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Nordas, A. N., M. Natale, G. Anagnostou, and L. Cantieni. "Study into the TBM jamming hazard in Opalinus clay." In Expanding Underground - Knowledge and Passion to Make a Positive Impact on the World. CRC Press, 2023. http://dx.doi.org/10.1201/9781003348030-258.

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Llabjani, Qazim, Vincenzo Sergio Vespo, Eleni Stavropoulou, Alessio Ferrari, and Guido Musso. "Experimental and Numerical Investigation on Water Exchange of Opalinus Clay Samples." In Springer Series in Geomechanics and Geoengineering. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-34761-0_41.

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Villar, María Victoria, Francisco Javier Romero, Pedro Luis Martín, Vanesa Gutiérrez-Rodrigo, and José Miguel Barcala. "Experimental Investigation of Gas Transport in the Shaly Facies of Opalinus Clay." In Springer Series in Geomechanics and Geoengineering. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-99670-7_54.

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Giger, Silvio, Russell Ewy, and Rudy Stankovic. "Consolidated-Undrained Triaxial Test Results of Opalinus Clay and Comparison with Caprock Shales." In Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS). Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-52773-4_38.

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Conference papers on the topic "Opalinus clay"

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Monfared, M., J. Sulem, M. Mohajerani, and P. Delage. "The Thermal Volume Change of Opalinus Clay." In 3rd EAGE Shale Workshop - Shale Physics and Shale Chemistry. EAGE Publications BV, 2012. http://dx.doi.org/10.3997/2214-4609.20143926.

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Poller, A., G. Mayer, J. Croisé, et al. "Gas Transfer in a Saturated Probe of Opalinus Clay." In 2nd EAGE International Conference on Fault and Top Seals - From Pore to Basin Scale 2009. European Association of Geoscientists & Engineers, 2009. http://dx.doi.org/10.3997/2214-4609.20147209.

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Gens, A., B. Garitte, and J. Vaunat. "In Situ Behaviour of Opalinus Clay under Thermal Loading." In 3rd EAGE Shale Workshop - Shale Physics and Shale Chemistry. EAGE Publications BV, 2012. http://dx.doi.org/10.3997/2214-4609.20143929.

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Crisci, E., A. Ferrari, S. Giger, and L. Laloui. "Impact of Mineralogical Composition on Geotechnical Properties of Opalinus Clay." In Sixth EAGE Shale Workshop. European Association of Geoscientists & Engineers, 2019. http://dx.doi.org/10.3997/2214-4609.201900278.

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Arzuaga-García, I. M., H. H. Einstein, C. Casagrande, H. M. Celleri, and M. Sánchez. "Permeability Test on Opalinus Clay Shale with a Preexisting Discontinuity." In 58th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2024. http://dx.doi.org/10.56952/arma-2024-0764.

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ABSTRACT: The interaction between Hydraulic Fractures (HF) and Preexisting Discontinuities (PD, like bedding planes and natural fractures, is affected by the coefficient of friction of the PD, the state of stress around the interacting fractures' tips, and the angle between the approaching HF and the PD. Recent formulations (Kresse et. al, 2013; Chuprakov and Prioul, 2016), also consider the effect of flow rate, fluid viscosity, and PD permeability in the crossing interaction. In this study, a series of permeability tests on cylindrical Opalinus Clayshale specimens were conducted in a triaxial
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Graham, C. C., J. F. Harrington, and R. J. Cuss. "Hydraulic and Gas Transport Testing of Brauner Dogger and Opalinus Clay." In Fourth EAGE Shale Workshop. EAGE Publications BV, 2014. http://dx.doi.org/10.3997/2214-4609.20140040.

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Keller, L. M. "3D Pore Geometry of Opalinus Clay - Implications for the Poroelastic Behavior." In Fifth EAGE Shale Workshop. EAGE Publications BV, 2016. http://dx.doi.org/10.3997/2214-4609.201600425.

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Romero, E., R. Senger, and P. Marschall. "Air Injection Laboratory Experiments on Opalinus Clay. Experimental techniques, Results and Analyses." In 3rd EAGE Shale Workshop - Shale Physics and Shale Chemistry. EAGE Publications BV, 2012. http://dx.doi.org/10.3997/2214-4609.20143925.

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Hertzsch, J. M., and W. Gräsle. "Dependency of the Elastic Modulus of Opalinus Clay on the Confining Pressure." In Second EAGE Workshop on Geomechanics and Energy. EAGE Publications BV, 2015. http://dx.doi.org/10.3997/2214-4609.201414315.

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Helten, Oliver, Thomas Weger, and Christian Ostertag-Henning. "Gas generation from intact Opalinus Clay drill cores under elevated temperature conditions." In Goldschmidt2022. European Association of Geochemistry, 2022. http://dx.doi.org/10.46427/gold2022.10086.

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