000725261 000__ 05323cam\a2200577Mi\4500
000725261 001__ 725261
000725261 005__ 20230306140521.0
000725261 006__ m\\\\\o\\d\\\\\\\\
000725261 007__ cr\un\nnnunnun
000725261 008__ 141126s2015\\\\gw\\\\\\ob\\\\000\0\eng\d
000725261 019__ $$a897377057$$a899586695$$a908087763
000725261 020__ $$a9783319118949
000725261 020__ $$a3319118943
000725261 020__ $$z9783319118932
000725261 020__ $$z3319118935 
000725261 0247_ $$a10.1007/978-3-319-11894-9$$2doi
000725261 035__ $$aSP(OCoLC)ocn900323013
000725261 035__ $$aSP(OCoLC)900323013$$z(OCoLC)897377057$$z(OCoLC)899586695$$z(OCoLC)908087763
000725261 040__ $$aCOO$$beng$$cCOO$$dOCLCO$$dN$T$$dYDXCP$$dTEF$$dGW5XE$$dOCLCF$$dN$T$$dIDEBK$$dE7B$$dEBLCP$$dOHI
000725261 049__ $$aISEA
000725261 050_4 $$aQE33.2.S82
000725261 08204 $$a553$$223
000725261 24500 $$aThermo-Hydro-Mechanical-Chemical Processes in Fractured Porous Media: Modelling and Benchmarking$$h[electronic resource] :$$bClosed-Form Solutions /$$cedited by Olaf Kolditz, Hua Shao, Wenqing Wang, Sebastian Bauer.
000725261 264_1 $$aCham :$$bSpringer International Publishing :$$bImprint: Springer,$$c2015.
000725261 300__ $$a1 online resource.
000725261 336__ $$atext$$btxt$$2rdacontent
000725261 337__ $$acomputer$$bc$$2rdamedia
000725261 338__ $$aonline resource$$bcr$$2rdacarrier
000725261 347__ $$atext file$$bPDF$$2rda
000725261 4901_ $$aTerrestrial Environmental Sciences,$$x2363-6181
000725261 504__ $$aIncludes bibliographical references.
000725261 5050_ $$aContributing Authors; 1 Introduction; 1.1 Motivation; 1.2 Application Areas; 1.3 Scope of This Book; References; Part I Closed Form Solutions; 2 Verification Tests; 2.1 Heat Conduction; 2.1.1 A 1D Steady-State Temperature Distribution, Boundary Conditions of 1st Kind; 2.1.2 A 1D Steady-State Temperature Distribution, Boundary Conditions of 1st and 2nd Kind; 2.1.3 A 2D Steady-State Temperature Distribution, Boundary Conditions of 1st Kind; 2.1.4 A 2D Steady-State Temperature Distribution, Boundary Conditions of 1st and 2nd Kind; 2.1.5 A 3D Steady-State Temperature Distribution
000725261 5058_ $$a2.1.6 A Transient 1D Temperature Distribution, Time-Dependent Boundary Conditions of 1st Kind; 2.1.7 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
000725261 5058_ $$a2.2.2 A 1D Steady-State Pressure Distribution, Boundary Conditions of 1st and 2nd Kind; 2.2.3 A 2D Steady-State Pressure Distribution, Boundary Conditions of 1st Kind; 2.2.4 A 2D Steady-State Pressure Distribution, Boundary Conditions of 1st and 2nd Kind; 2.2.5 A 3D Steady-State Pressure Distribution; 2.2.6 A Hydrostatic Pressure Distribution; 2.2.7 A Transient 1D Pressure Distribution, Time-Dependent Boundary Conditions of 1st Kind; 2.2.8 Transient 1D Pressure Distributions, Time-Dependent Boundary Conditions of 2nd Kind
000725261 5058_ $$a2.2.9 Transient 1D Pressure Distributions, Non-Zero Initial Pressure, Boundary Conditions of 1st and 2nd Kind; 2.2.10 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
000725261 5058_ $$a2.4.2 An Elastic Plate Undergoes Simple Shear; 2.4.3 An Elastic Cuboid Undergoes Load Due to Gravity; 2.4.4 Stresses Relax in a Deformed Cube of Norton Material; 2.4.5 A Cube of Norton Material Creeps Under Constant Stress; 2.4.6 A Cube of Norton Material Undergoes Tensile Strain Increasing Linearly with Time; 2.4.7 A Cube of Norton Material Undergoes Compressive Stress Increasing Linearly with Time; 2.5 Mass Transport; 2.5.1 Solute Transport Along Permeable Beams, Hydraulic and Solute Boundary Conditions of 1st and 2nd Kind
000725261 506__ $$aAccess limited to authorized users.
000725261 520__ $$aThe present book provides guidance to understanding complicated coupled processes based on the experimental data available and implementation of developed algorithms in numerical codes. Results of selected test cases in the fields of closed-form solutions (e.g., deformation processes), single processes (such as groundwater flow) as well as coupled processes are presented. It is part of the OpenGeoSys initiative - an open source project to share knowledge and experience in environmental analysis and scientific computation with the community.
000725261 650_0 $$aGeography.
000725261 650_0 $$aGeology$$xMathematics.
000725261 650_0 $$aComputer simulation.
000725261 7001_ $$aKolditz, Olaf.$$eeditor.
000725261 7001_ $$aShao, Hua.$$eeditor.
000725261 7001_ $$aWang, Wenqing.$$eeditor.
000725261 7001_ $$aBauer, Sebastian.$$eeditor.
000725261 77608 $$iPrint version:$$z9783319118932
000725261 830_0 $$aTerrestrial Environmental Sciences.
000725261 852__ $$bebk
000725261 85640 $$3SpringerLink$$uhttps://univsouthin.idm.oclc.org/login?url=http://link.springer.com/10.1007/978-3-319-11894-9$$zOnline Access$$91397441.1
000725261 909CO $$ooai:library.usi.edu:725261$$pGLOBAL_SET
000725261 980__ $$aEBOOK
000725261 980__ $$aBIB
000725261 982__ $$aEbook
000725261 983__ $$aOnline
000725261 994__ $$a92$$bISE