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  • 1
    UID:
    b3kat_BV040106006
    Format: 1 Online-Ressource
    ISBN: 9783642271762 , 9783642271779
    Series Statement: Lecture notes in computational science and engineering 86
    Language: English
    Keywords: Poröser Stoff ; Klüftung ; Hydrologie ; Geotechnik ; Computersimulation
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  • 2
    UID:
    gbv_1785433105
    Format: 1 online resource (287 pages)
    ISBN: 9783030619091
    Series Statement: Terrestrial Environmental Sciences Ser.
    Content: Intro -- Acknowledgements -- About this book -- Hintergrund -- Das GeomInt-Projekt -- Der GeomInt-Ansatz: lab, in-situ, in-silico, virtual reality -- Contents -- Contributors -- 1 Introduction to GeomInt -- 1.1 Background -- 1.2 The GeomInt Project -- 1.3 GeomInt Approach: Lab, In-situ, In-silico, Virtual Reality -- 1.4 GeomInt Team -- 1.4.1 BGR -- 1.4.2 CAU -- 1.4.3 IfG -- 1.4.4 TUBAF -- 1.4.5 UFZ -- 1.4.6 UoS -- Reference -- 2 Experimental Platform -- 2.1 Rock Material Properties -- 2.1.1 Opalinus Clay from Mont Terri, Switzerland -- 2.1.2 Rock Salt Samples -- 2.1.3 Crystalline Rock Samples -- 2.2 Thermo-Hydro-Mechanical Laboratory Tests -- 2.2.1 X-ray Micro Computed Tomography -- 2.2.2 Fracture Toughness of the Opalinus Clay -- 2.2.3 Brazilian Disk Test on Barrier Rocks -- 2.2.4 True Triaxial Test on the Cubic Opalinus Clay Samples -- 2.2.5 Triaxial Compression Strength Tests for Salt-Methodology and Equipment -- 2.3 Shrinkage and Swelling Laboratory Tests (WP1) -- 2.3.1 The Swelling and Permeability of T4 Salt Clay -- 2.3.2 The Wetting and Drying Paths of the Opalinus Clay -- 2.3.3 In-situ Condition Desiccation Process -- 2.4 Pressure Driven Percolation Laboratory Tests (WP2) -- 2.4.1 Pressure Driven Percolation -- 2.4.2 Fluid Driven Percolation Tests on Cubic Opalinus Claystone Samples from Mont Terri -- 2.5 Stress Redistribution Laboratory Tests (WP3) -- 2.5.1 Direct Shear Test -- 2.5.2 Cyclic Loading Pressure Diffusion -- References -- 3 Numerical Platform -- 3.1 State-of-the-Art -- 3.1.1 THM Simulations and Open Source Development -- 3.1.2 Continuum Models (XFEM and Variational Phase Field) -- 3.1.3 Discontinuum Models -- 3.1.4 Smoothed Particle Hydrodynamics -- 3.2 Numerical Methods -- 3.2.1 FFS-Forces on Fracture Surfaces -- 3.2.2 LEM-Lattice-Element-Method -- 3.2.3 DEM-Distinct-Element-Method.
    Note: Description based on publisher supplied metadata and other sources
    Additional Edition: ISBN 9783030619084
    Additional Edition: Erscheint auch als Druck-Ausgabe ISBN 9783030619084
    Language: English
    Keywords: Electronic books.
    URL: FULL  ((Currently Only Available on Campus))
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  • 3
    UID:
    kobvindex_HPB1246246584
    Format: 1 online resource (xvi, 277 pages) : , illustrations (some color).
    ISBN: 9783030619091 , 3030619095
    Series Statement: Terrestrial environmental sciences,
    Content: This open access book summarizes the results of the collaborative project “GeomInt: Geomechanical integrity of host and barrier rocks - experiment, modeling and analysis of discontinuities” within the Program: Geo Research for Sustainability (GEO: N) of the Federal Ministry of Education and Research (BMBF). The use of geosystems as a source of resources, a storage space, for installing underground municipal or traffic infrastructure has become much more intensive and diverse in recent years. Increasing utilization of the geological environment requires careful analyses of the rock–fluid systems as well as assessments of the feasibility, efficiency and environmental impacts of the technologies under consideration. The establishment of safe, economic and ecological operation of underground geosystems requires a comprehensive understanding of the physical, (geo)chemical and microbiological processes on all relevant time and length scales. This understanding can only be deepened on the basis of intensive laboratory and in-situ experiments in conjunction with reliable studies on the modeling and simulation (numerical experiments) of the corresponding multi-physical/chemical processes. The present work provides a unique handbook for experimentalists, modelers, analysts and even decision makers concerning the characterization of various types of host rocks (salt, clay, crystalline formations) for various geotechnical applications.
    Note: Includes index. , 1. Introduction to GeomInt -- 2. Experimental Platform -- 3. Numerical Platform -- 4.Model-Experiment-Exercises (MEX) -- 5. Data Management -- 6. Synthesis and Outlook -- 7. Code Descriptions.
    Language: English
    Keywords: Electronic books. ; Electronic books.
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  • 4
    UID:
    kobvindex_ZLB15485712
    Format: XIII, 391 Seiten , graph. Darst. , 25 cm
    ISBN: 9783642271762 , 3642271766
    Series Statement: Lecture notes in computational science and engineering 86
    Note: Literaturangaben
    Language: English
    Keywords: Poröser Stoff ; Klüftung ; Hydrologie ; Geotechnik ; Computersimulation
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  • 5
    UID:
    almahu_9949747861202882
    Format: 1 online resource (166 pages)
    Edition: 1st ed.
    ISBN: 9783031532047
    Series Statement: Terrestrial Environmental Sciences Series
    Note: Intro -- Acknowledgements -- Contributions -- Contents -- List of Figures -- List of Tables -- 1 Introduction -- Reference -- 2 Lab and Field Experimental Infrastructures -- 2.1 Beishan Underground Research Laboratory (URL) -- 2.1.1 The Strategy for China's URL -- 2.1.2 Site Selection and Site Characterization for China's URL -- 2.1.3 The Beishan URL Construction Project -- 2.1.4 The Beishan URL Design and In Situ Test Plan During Its Construction -- 2.1.5 The Progress of Beishan URL -- 2.2 Chinese Mock-Up Test on GMZ -- 2.2.1 Experiment Materials -- 2.2.2 Structure of China-Mock-Up Facility -- 2.2.3 Test Procedures -- 2.2.4 Analysis of Experimental Data -- 2.2.5 Summary -- References -- 3 Experimental Basis -- 3.1 Geotechnical Investigation on GMZ -- 3.1.1 Sample Materials -- 3.1.2 Experimental Results -- 3.1.3 Conclusions -- 3.2 Mineralogical Investigation on GMZ01/GMZ02 -- 3.2.1 Sample Material and Methods -- 3.2.2 Results -- 3.3 Geochemistry (Bentonite) -- 3.3.1 Erosion Experiments -- 3.3.2 Diffusion Experiments -- References -- 4 Model Analysis -- 4.1 THM-Modelling of the Mock-Up Test in OpenGeoSys -- 4.1.1 Description of the TRM Model -- 4.1.2 Model Setup and Partial Assembly -- 4.1.3 Selected Results -- 4.1.4 Discussion in View of Uncertainties and Outlook -- 4.2 THM-Modelling of Mock-Up Test in FLAC3D-TOUGH2 -- 4.2.1 FLAC3D-TOUGH2-Simulator -- 4.2.2 Validation of the Implementation of the Barcelona Basic Model (BBM) into the FTK-Simulator Via Retrospective Analysis of a Bentonite Cube Test from DECOVALEX Project -- 4.2.3 Validation of the Implementation of the Barcelona Basic Model (BBM) into the FTK-Simulator Via Retrospective Analysis of the China-Mock-Up-Experiment -- 4.3 THM-Modelling of Mock-Up Test in LAGAMINE -- 4.3.1 Description of the Coupled THM -- 4.3.2 Model Setup -- 4.3.3 Result Analysis. , 4.4 Diffusion of Radionuclides in Heterogeneous Sediment Formations -- 4.4.1 Upscaling Workflow for Effective Diffusion Coefficient Determination -- 4.4.2 Methodology -- 4.4.3 Numerical Simulation Setup -- 4.4.4 Results and Discussion -- References -- 5 Synthesis and Outlook -- Bibliography.
    Additional Edition: Print version: Shao, Haibing Thermo-Hydro-Mechanical-Chemical (THMC) Processes in Bentonite Barrier Systems Cham : Springer,c2024 ISBN 9783031532030
    Language: English
    Keywords: Electronic books.
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  • 6
    UID:
    almahu_9949517271302882
    Format: 1 online resource (107 pages)
    Edition: 1st ed.
    ISBN: 9783031264931
    Series Statement: SpringerBriefs in Earth System Sciences Series
    Additional Edition: Print version: Kolditz, Olaf GeomInt--Discontinuities in Geosystems from Lab to Field Scale Cham : Springer,c2023 ISBN 9783031264924
    Language: English
    Keywords: Electronic books.
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  • 7
    UID:
    gbv_1651473056
    Format: Online-Ressource (XIII, 391p. 278 illus., 168 illus. in color, digital)
    ISBN: 9783642271779 , 9783642271762
    Series Statement: Lecture Notes in Computational Science and Engineering 86
    Content: The book comprises an assembly of benchmarks and examples for porous media mechanics collected over the last twenty years. Analysis of thermo-hydro-mechanical-chemical (THMC) processes is essential to many applications in environmental engineering, such as geological waste deposition, geothermal energy utilisation, carbon capture and storage, water resources management, hydrology, even climate chance. In order to assess the feasibility as well as the safety of geotechnical applications, process-based modelling is the only tool to put numbers, i.e. to quantify future scenarios. This charges a huge responsibility concerning the reliability of computational tools. Benchmarking is an appropriate methodology to verify the quality of modelling tools based on best practices. Moreover, benchmarking and code comparison foster community efforts. The benchmark book is part of the OpenGeoSys initiative - an open source project to share knowledge and experience in environmental analysis and scientific computation.
    Note: Description based upon print version of record , Thermo-Hydro-Mechanical-Chemical Processes in Fractured Porous Media; Contents; Contributors; Chapter1 Introduction; 1.1 Scope of This Book; 1.2 Application Areas; 1.2.1 Geotechnics; Part I - Theory and Numerics; Chapter2 Theory; 2.1 Continuum Mechanics; 2.1.1 Lagrangian and Eulerian Principles; 2.1.2 Kinematics of Continua; 2.1.3 Stress Tensor; 2.1.4 Conservation Principles; 2.2 Porous Medium; 2.2.1 Macroscopic Equations; 2.2.2 Theory of Mixtures; 2.3 Balance Equations; 2.3.1 Phase Mass Balance; Primary Variables; 2.3.2 Momentum Balance; Darcy's Law; 2.3.3 Energy Balance; Heat Transport , Porous Medium2.4 Fluid Properties; 2.4.1 Density; 2.4.2 Enthalpy; 2.4.3 Entropy; 2.4.4 Heat Capacity; 2.4.5 Viscosity; 2.4.6 Thermal Conductivity; 2.5 Mechanical Properties; 2.5.1 Effective Stress Principle; 2.5.2 Material Classes; 2.5.3 Elasticity; 2.5.4 Elastoplasticity; 2.5.5 Viscoelasticity; 2.5.6 Viscoplasticity; 2.6 Porous Medium Properties; 2.6.1 Saturation; 2.6.2 Capillary Pressure and Relative Permeability; van Genuchten Model [51]; Haverkamp Model [53]; Brooks & Corey Model [49]; Chapter3 Numerical Methods; 3.1 Introduction; 3.2 Object-Orientation in Finite Element Analysis , 3.2.1 Process (PCS) Types3.2.2 PDE Types; 3.2.3 Element (ELE) Types; 3.3 General Finite Element Formulations; 3.4 Element Objects: ELE; 3.4.1 Geometric Element Object: ELE-GEO; Core Object: CORE-Geometric Element Base Class; Node Object: NODE; Edge Object: EDGE; Element Object: ELEM; 3.4.2 Finite Element Object: ELE-FEM; 3.4.3 Process Related Finite Element Objects: ELE-PCS; 3.4.4 Element-Mesh Relations: ELE-MSH; ELE-GEO Relation; ELE-FEM Relation; ELE-PCS Relation; 3.5 Parallel Computing and Automatic Control for Time Stepping; Part II: Benchmarks for Single Processes , Chapter4 Heat Transport4.1 Linear Heat Conduction in a Finite Solid; 4.1.1 Definition; 4.1.2 Solution; Analytical Solution; Numerical Solution; 4.1.3 Results; 4.2 Radial Heat Conduction in a Solid; 4.2.1 Definition; 4.2.2 Solution; Analytical Solution; Numerical Solution; 4.2.3 Results; 4.3 Heat Transport in a Fracture; 4.3.1 Definition; 4.3.2 Solution; 4.3.3 Results; 4.4 Heat Transport in a Porous Medium; 4.4.1 Definition; 4.4.2 Solution; 4.4.3 Results; 4.5 Heat Transport in a Porous Medium; 4.5.1 Definition; 4.5.2 Solution; 4.5.3 Results; 4.6 Heat Transport in a Fracture-Matrix System , 4.6.1 Definition4.6.2 Solution; 4.6.3 Results; Chapter5 Groundwater Flow; 5.1 Groundwater Flow in an Anisotropic Medium; 5.1.1 Definition; 5.1.2 Evaluation Method; 5.1.3 Results; 5.2 Groundwater Flow in a Heterogeneous Medium; 5.2.1 Definition (2-D); 5.2.2 Results (2-D); 5.2.3 Definition (3-D); 5.2.4 Results (3-D); 5.3 Confined Aquifer with Constant Channel Source Term; 5.3.1 Definition; 5.3.2 Solution; 5.3.3 Results; 5.4 Theis' Problem; 5.4.1 Definition; 5.4.2 Solution; 5.4.3 Results; 5.4.4 2-D Application; 5.5 Unconfined Aquifer; 5.5.1 Definition; 5.5.2 Analytical Solution; 5.5.3 Results , 5.6 2-D Steady State Flow in Porous Media with a Discrete Fracture
    Additional Edition: ISBN 9783642271762
    Additional Edition: Buchausg. u.d.T. Thermo-hydro-mechanical-chemical processes in fractured porous media Berlin : Springer, 2012 ISBN 9783642271762
    Language: English
    Subjects: Physics
    RVK:
    Keywords: Poröser Stoff ; Klüftung ; Hydrologie ; Geotechnik ; Computersimulation ; Grundwasserstrom ; Stoffübertragung ; Wärmeübertragung ; Speichergestein ; Modellierung ; Poröser Stoff ; Klüftung ; Hydrologie ; Geotechnik ; Computersimulation ; Grundwasserstrom ; Stoffübertragung ; Wärmeübertragung ; Speichergestein ; Modellierung
    URL: Volltext  (lizenzpflichtig)
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  • 8
    UID:
    gbv_188656941X
    Format: 1 Online-Ressource(XVIII, 152 p. 103 illus., 101 illus. in color.)
    Edition: 1st ed. 2024.
    ISBN: 9783031532047
    Series Statement: Terrestrial Environmental Sciences
    Content: 1 Introduction -- 2 Lab and field experimental infrastructures -- 3 Experimental Basis -- 4 Model Analysis -- 5 Synthesis and Outlook.
    Content: This book is open access book. The collaborative Pilot Project, titled “Comparison of Thermo-Hydro-Mechanical-Chemical (THMC) Processes in Bentonite Barrier Systems”, aims to investigate the fundamentals, conduct laboratory and field experiments, and develop numerical models for barrier systems that ensure the safe isolation of radioactive waste in deep geological repositories. This book compares methodologies and technologies used in experimental laboratory and field research, as well as systems analysis, in a collaborative work of German and Chinese scientists. Both parties have access to exceptional experimental and modelling research capabilities. The Beishan underground research laboratory (URL) is currently under construction in Gansu, China. It will serve as an international collaboration platform for URL research in the future. International cooperation is essential for excellent research and development due to the high cost of scientific programmes and technical operation of URLs, making it a precondition for providing secure solutions. This is important not only for deep geological repositories for radioactive waste disposal but also for other geoenergy applications, such as energy storage and geothermal energy utilization.
    Note: Open Access
    Additional Edition: ISBN 9783031532030
    Additional Edition: ISBN 9783031532054
    Additional Edition: ISBN 9783031532061
    Additional Edition: Erscheint auch als Druck-Ausgabe ISBN 9783031532030
    Additional Edition: Erscheint auch als Druck-Ausgabe ISBN 9783031532054
    Additional Edition: Erscheint auch als Druck-Ausgabe ISBN 9783031532061
    Language: English
    Keywords: China ; Gansu ; Hochradioaktiver Abfall ; Endlagerung ; Bentonit ; Barriere ; Radioaktiver Abfall ; Endlager ; Abdichtung ; Ton ; Chemische Reaktion ; Stoffübertragung ; Gobi ; Unterirdisches Bauwerk ; Tonmineralogie ; Umweltgeochemie ; Umweltgeologie ; Hydrogeochemie ; Festgestein ; Granit ; Kristallin ; Endlager
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  • 9
    UID:
    almahu_9949301469502882
    Format: 1 online resource (287 pages)
    ISBN: 9783030619091
    Series Statement: Terrestrial Environmental Sciences Ser.
    Note: Intro -- Acknowledgements -- About this book -- Hintergrund -- Das GeomInt-Projekt -- Der GeomInt-Ansatz: lab, in-situ, in-silico, virtual reality -- Contents -- Contributors -- 1 Introduction to GeomInt -- 1.1 Background -- 1.2 The GeomInt Project -- 1.3 GeomInt Approach: Lab, In-situ, In-silico, Virtual Reality -- 1.4 GeomInt Team -- 1.4.1 BGR -- 1.4.2 CAU -- 1.4.3 IfG -- 1.4.4 TUBAF -- 1.4.5 UFZ -- 1.4.6 UoS -- Reference -- 2 Experimental Platform -- 2.1 Rock Material Properties -- 2.1.1 Opalinus Clay from Mont Terri, Switzerland -- 2.1.2 Rock Salt Samples -- 2.1.3 Crystalline Rock Samples -- 2.2 Thermo-Hydro-Mechanical Laboratory Tests -- 2.2.1 X-ray Micro Computed Tomography -- 2.2.2 Fracture Toughness of the Opalinus Clay -- 2.2.3 Brazilian Disk Test on Barrier Rocks -- 2.2.4 True Triaxial Test on the Cubic Opalinus Clay Samples -- 2.2.5 Triaxial Compression Strength Tests for Salt-Methodology and Equipment -- 2.3 Shrinkage and Swelling Laboratory Tests (WP1) -- 2.3.1 The Swelling and Permeability of T4 Salt Clay -- 2.3.2 The Wetting and Drying Paths of the Opalinus Clay -- 2.3.3 In-situ Condition Desiccation Process -- 2.4 Pressure Driven Percolation Laboratory Tests (WP2) -- 2.4.1 Pressure Driven Percolation -- 2.4.2 Fluid Driven Percolation Tests on Cubic Opalinus Claystone Samples from Mont Terri -- 2.5 Stress Redistribution Laboratory Tests (WP3) -- 2.5.1 Direct Shear Test -- 2.5.2 Cyclic Loading Pressure Diffusion -- References -- 3 Numerical Platform -- 3.1 State-of-the-Art -- 3.1.1 THM Simulations and Open Source Development -- 3.1.2 Continuum Models (XFEM and Variational Phase Field) -- 3.1.3 Discontinuum Models -- 3.1.4 Smoothed Particle Hydrodynamics -- 3.2 Numerical Methods -- 3.2.1 FFS-Forces on Fracture Surfaces -- 3.2.2 LEM-Lattice-Element-Method -- 3.2.3 DEM-Distinct-Element-Method. , 3.2.4 SPH-Smoothed-Particle-Hydrodynamics -- 3.2.5 PFM-Variational Phase-Field Method -- 3.2.6 HDF-Hybrid-Dimensional-Formulation -- References -- 4 Model-Experiment-Exercises (MEX) -- 4.1 Model-Experiment-Exercise MEX 0-1: Bending Fracture Test -- 4.1.1 Experimental Set-Up -- 4.1.2 Model Approach -- 4.1.3 Results and Discussion -- 4.2 Model-Experiments-Exercise MEX 0-1 (01): Bending Fracture Test (OPA) -- 4.2.1 Experimental Set-Up and Results -- 4.2.2 Model Approach -- 4.3 Model-Experiment-Exercise MEX 0-2: Humidity Controlled Long-Term Bending Test -- 4.3.1 Experimental Set-Up -- 4.3.2 Model Approach -- 4.4 Model-Experiment-Exercise MEX 1-1: Swelling of Red Salt Clay -- 4.4.1 Experiment -- 4.4.2 Model Approach -- 4.4.3 Results and Discussion -- 4.5 Model-Experiment-Exercise MEX 1-2: The Drying and Wetting Paths of Opalinus Clay -- 4.5.1 Experimental Set-Up -- 4.5.2 Model Approaches -- 4.5.3 Results and Discussion -- 4.6 Model Exercise 1-3: Desiccation Under In-Situ Conditions -- 4.7 Model Exercise 1-4: CD/LP Experiment (Mont Terri) -- 4.7.1 Motivation -- 4.7.2 Problem Statement -- 4.7.3 Unsaturated One-Phase Flow Using the Richards Approximation (``Richards Flow'', RF) -- 4.7.4 Unsaturated Single-Phase Coupled with Linear Elasticity (``Richards Mechanics'', RM) -- 4.7.5 Code Performance -- 4.7.6 Conclusions -- 4.8 Model-Experiment-Exercise MEX 2-1a: Fluid Driven Percolation in Salt -- 4.8.1 Experimental Set-Up -- 4.8.2 Model Approaches -- 4.8.3 Results and Discussion -- 4.9 Model-Experiment-Exercise MEX 2-1b: Fluid Driven Percolation in Clay -- 4.9.1 Experimental Set-Up -- 4.9.2 Model Approaches -- 4.9.3 Results and Discussion -- 4.10 Model-Experiment-Exercise MEX 2-2: Pressure Driven Percolation (Healing) -- 4.10.1 Experimental Set-Up -- 4.10.2 Model Approaches. , 4.11 Model-Experiment-Exercise 2-3: Effect of Compressibility on Pressure Driven Percolation -- 4.11.1 Model Set-Up -- 4.11.2 Model Approaches -- 4.11.3 Discussion (Preliminary) -- 4.12 Model-Experiment-Exercise 2-4: Large Wellbore Test (Springen) -- 4.13 Model-Experiment-Exercise MEX 3-1: Constant Normal Load (CNL) Direct Shear Test -- 4.13.1 Experimental Set-Up -- 4.13.2 Model Approach -- 4.13.3 Results and Discussion -- 4.14 Model-Experiment-Exercise MEX 3-2: Constant Normal Stiffness (CNS) Direct Shear Test -- 4.14.1 Experimental Set-Up -- 4.14.2 Model Approach -- 4.14.3 Results and Discussion -- 4.15 Model-Experiment-Exercise MEX 3-3: Cycling Loading Pressure Diffusion -- 4.15.1 Experimental Set-Up -- 4.15.2 Model Approach -- 4.15.3 Results and Discussion -- References -- 5 Data Management -- 5.1 User Agreement and Data Management Plan -- 5.2 GeomInt Data -- 5.3 GeomInt DMP -- 5.3.1 MEX 0-1a: Bending Fracture Test -- 5.3.2 MEX 0-1b: Three-Point Fracture Toughness Test, Opalinus Clay -- 5.3.3 MEX 1-1: Swelling Process, Red Salt Clay -- 5.3.4 MEX 1-2: Drying and Wetting Paths of the Opalinus Clay -- 5.3.5 MEX 1-4: CD/LP Experiment (BGR) -- 5.3.6 MEX 2-1a: Pressure Driven Percolation in Salt -- 5.3.7 MEX 2-1b: Pressure Driven Percolation, Opalinus Claystone -- 5.3.8 MEX 2-2: Closure and Healing of Cracks (IfG) -- 5.3.9 MEX 2-3: Effect of Compressibility on Pressure Driven Percolation -- 5.3.10 MEX 2-4: Large Wellbore Test (Springen) -- 5.3.11 MEX 3-1: CNL Direct Shear Test Data (TUBAF) -- 5.3.12 MEX 3-2: CNS Test -- 5.3.13 MEX 3-3: Inverse Analysis of Reiche Zeche Data and Harmonic Testing of a Single Fracture -- References -- 6 Synthesis and Outlook -- 6.1 Synthesis-Directions -- 6.1.1 Numerical Methods Competencies -- 6.1.2 Proof-of-Concepts -- 6.1.3 International Collaboration -- 6.2 GeomInt Outlook-Future Work. , 6.3 Pathways Through Swelling and Shrinking Processes -- 6.4 Displacements Due to Pressure-Driven Percolation -- 6.4.1 Pressure-Driven Percolation in Clay Rock Under In-Situ Conditions -- 6.4.2 Pressure-Driven Percolation in Salt Rock Under In-Situ Conditions -- 6.5 Displacements Due to Stress Redistribution -- 6.6 Data and Model Integration Using Virtualization and High-Performance Computing -- References -- 7 Code Descriptions -- 7.1 FFS-Forces on Fracture Surfaces -- 7.2 LEM-Lattice-Element-Method -- 7.3 SPH-Smoothed-Particle-Hydrodynamics -- 7.4 OpenGeoSys-Finite-Element-Method -- 7.5 HDF-Hybrid-Dimensional-Formulation -- References -- Appendix A Ergebnisse des GeomInt-Vorhabens -- A.1 AP1: Wegsamkeiten Durch Quell- und Schrumpfungsprozesse -- A.2 AP2: Wegsamkeiten Durch Druckgetriebene Perkolation -- A.3 AP3: Wegsamkeiten Durch Spannungsumlagerungen -- A.4 Synthese -- A.4.1 Experimentelle Plattform -- A.4.2 Modellierungs-Plattform -- Appendix B Symbols -- References -- Index.
    Additional Edition: Print version: Kolditz, Olaf GeomInt-Mechanical Integrity of Host Rocks Cham : Springer International Publishing AG,c2021 ISBN 9783030619084
    Language: English
    Keywords: Electronic books.
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  • 10
    UID:
    kobvindex_HPB1378771674
    Format: 1 online resource (x, 98 pages) : , illustrations (some color).
    ISBN: 9783031264931 , 3031264932
    Series Statement: SpringerBriefs in earth system sciences,
    Content: This is an open access book. In view of growing conflicts over strategic georesources, the use of the geological subsurface in the sense of a regional resource is becoming increasingly important. In this context, georeservoirs are playing an important role for the energy transition not only as a source of energy but also as a storage facility and deep geological disposal for energy waste. The success of the energy transition also depends to a large extent on the efficient and safe use of underground resources. This book complements the previous basic book (GeomInt -- Integrity of Host Rocks) with a series of application examples in different rock formations, clay, salt, and crystalline. The methodology developed in GeomInt is used, among others, in the Mont Terri underground research laboratory (Opalinus Clay), in the large borehole test in Springen (salt rock) and in the "Reiche Zeche" teaching and research mine (crystalline rock). In addition, new methodological developments are also taken up in experiments and models and embedded in workflows for geotechnical system analyses. The present book summarizes the results of the collaborative project "GeomInt2: Geomechanical integrity of host and barrier rocks - experiment, modeling and analysis of discontinuities" within the program: Geo Research for Sustainability (GEO: N) of the Federal Ministry of Education and Research (BMBF).
    Note: 1. Introduction to GeomInt -- 2. Hydro-mechanical effects in Opalinus clay -- 3. Pressure-driven percolation in Salt Rock -- 4. Stress redistribution -- 5. Virtual reality and computation.
    Language: English
    Keywords: Electronic books.
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