LEADER 06345nam 22007575 450 001 9910299456503321 005 20201107075327.0 010 $a3-319-11894-3 024 7 $a10.1007/978-3-319-11894-9 035 $a(CKB)3710000000306142 035 $a(EBL)1967782 035 $a(SSID)ssj0001386183 035 $a(PQKBManifestationID)11759661 035 $a(PQKBTitleCode)TC0001386183 035 $a(PQKBWorkID)11350077 035 $a(PQKB)11583199 035 $a(DE-He213)978-3-319-11894-9 035 $a(MiAaPQ)EBC1967782 035 $a(PPN)183094158 035 $a(EXLCZ)993710000000306142 100 $a20141126d2015 u| 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aThermo-Hydro-Mechanical-Chemical Processes in Fractured Porous Media: Modelling and Benchmarking$b[electronic resource] $eClosed-Form Solutions /$fedited by Olaf Kolditz, Hua Shao, Wenqing Wang, Sebastian Bauer 205 $a1st ed. 2015. 210 1$aCham :$cSpringer International Publishing :$cImprint: Springer,$d2015. 215 $a1 online resource (314 p.) 225 1 $aTerrestrial Environmental Sciences,$x2363-6181 300 $aDescription based upon print version of record. 311 $a3-319-11893-5 320 $aIncludes bibliographical references at the end of each chapters. 327 $aContents; Contributing Authors; 1 Introduction; 1.1 Motivation; 1.2 Application Areas; 1.3 Scope of This Book; References; Part I Closed Form Solutions; 2 Verification Tests; 2.1 Heat Conduction; 2.1.1 A 1D Steady-State Temperature Distribution, Boundary Conditions of 1st Kind; 2.1.2 A 1D Steady-State Temperature Distribution, Boundary Conditions of 1st and 2nd Kind; 2.1.3 A 2D Steady-State Temperature Distribution, Boundary Conditions of 1st Kind; 2.1.4 A 2D Steady-State Temperature Distribution, Boundary Conditions of 1st and 2nd Kind; 2.1.5 A 3D Steady-State Temperature Distribution 327 $a2.1.6 A Transient 1D Temperature Distribution, Time-Dependent Boundary Conditions of 1st Kind2.1.7 Transient 1D Temperature Distributions, Time-Dependent Boundary Conditions of 2nd Kind; 2.1.8 Transient 1D Temperature Distributions, Non-Zero Initial Temperature, Boundary Conditions of 1st and 2nd Kind; 2.1.9 A Transient 2D Temperature Distribution, Non-Zero Initial Temperature, Boundary Conditions of 1st and 2nd Kind; 2.2 Liquid Flow; 2.2.1 A 1D Steady-State Pressure Distribution, Boundary Conditions of 1st Kind 327 $a2.2.2 A 1D Steady-State Pressure Distribution, Boundary Conditions of 1st and 2nd Kind2.2.3 A 2D Steady-State Pressure Distribution, Boundary Conditions of 1st Kind; 2.2.4 A 2D Steady-State Pressure Distribution, Boundary Conditions of 1st and 2nd Kind; 2.2.5 A 3D Steady-State Pressure Distribution; 2.2.6 A Hydrostatic Pressure Distribution; 2.2.7 A Transient 1D Pressure Distribution, Time-Dependent Boundary Conditions of 1st Kind; 2.2.8 Transient 1D Pressure Distributions, Time-Dependent Boundary Conditions of 2nd Kind 327 $a2.2.9 Transient 1D Pressure Distributions, Non-Zero Initial Pressure, Boundary Conditions of 1st and 2nd Kind2.2.10 A Transient 2D Pressure Distribution, Non-Zero Initial Pressure, Boundary Conditions of 1st and 2nd Kind; 2.3 Gas Flow; 2.3.1 A 1D Steady-State Gas Pressure Distribution, Boundary Conditions of 1st Kind; 2.3.2 A 1D Steady-State Gas Pressure Distribution, Boundary Conditions of 1st and 2nd Kind; 2.3.3 A 2D Steady-State Gas Pressure Distribution; 2.3.4 A 3D Steady-State Gas Pressure Distribution; 2.4 Deformation Processes; 2.4.1 An Elastic Beam Undergoes Axial Load 327 $a2.4.2 An Elastic Plate Undergoes Simple Shear2.4.3 An Elastic Cuboid Undergoes Load Due to Gravity; 2.4.4 Stresses Relax in a Deformed Cube of Norton Material; 2.4.5 A Cube of Norton Material Creeps Under Constant Stress; 2.4.6 A Cube of Norton Material Undergoes Tensile Strain Increasing Linearly with Time; 2.4.7 A Cube of Norton Material Undergoes Compressive Stress Increasing Linearly with Time; 2.5 Mass Transport; 2.5.1 Solute Transport Along Permeable Beams, Hydraulic and Solute Boundary Conditions of 1st and 2nd Kind 327 $a2.5.2 Solute Transport Along Permeable Beams with an Inert, a Decaying, and an Adsorbing Solute, Time-Dependent Boundary Conditions of 1st Kind 330 $aThe present book provides guidance to understanding complicated coupled processes based on the experimental data available and implementation of developed algorithms in numerical codes. Results of selected test cases in the fields of closed-form solutions (e.g., deformation processes), single processes (such as groundwater flow) as well as coupled processes are presented. It is part of the OpenGeoSys initiative - an open source project to share knowledge and experience in environmental analysis and scientific computation with the community. 410 0$aTerrestrial Environmental Sciences,$x2363-6181 606 $aGeology?Statistical methods 606 $aComputer simulation 606 $aGeotechnical engineering 606 $aQuantitative Geology$3https://scigraph.springernature.com/ontologies/product-market-codes/G17030 606 $aSimulation and Modeling$3https://scigraph.springernature.com/ontologies/product-market-codes/I19000 606 $aGeotechnical Engineering & Applied Earth Sciences$3https://scigraph.springernature.com/ontologies/product-market-codes/G37010 615 0$aGeology?Statistical methods. 615 0$aComputer simulation. 615 0$aGeotechnical engineering. 615 14$aQuantitative Geology. 615 24$aSimulation and Modeling. 615 24$aGeotechnical Engineering & Applied Earth Sciences. 676 $a003.3 702 $aKolditz$b Olaf$4edt$4http://id.loc.gov/vocabulary/relators/edt 702 $aShao$b Hua$4edt$4http://id.loc.gov/vocabulary/relators/edt 702 $aWang$b Wenqing$4edt$4http://id.loc.gov/vocabulary/relators/edt 702 $aBauer$b Sebastian$4edt$4http://id.loc.gov/vocabulary/relators/edt 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910299456503321 996 $aThermo-Hydro-Mechanical-Chemical Processes in Fractured Porous Media: Modelling and Benchmarking$92503724 997 $aUNINA