LEADER 01923nam 2200601 450 001 9910465427403321 005 20200520144314.0 010 $a1-62190-074-6 035 $a(CKB)3710000000222533 035 $a(OCoLC)887803740 035 $a(MdBmJHUP)muse33089 035 $a(SSID)ssj0001292315 035 $a(PQKBManifestationID)11742820 035 $a(PQKBTitleCode)TC0001292315 035 $a(PQKBWorkID)11248857 035 $a(PQKB)10976343 035 $a(MiAaPQ)EBC1766834 035 $a(Au-PeEL)EBL1766834 035 $a(CaPaEBR)ebr10909220 035 $a(CaONFJC)MIL638011 035 $a(EXLCZ)993710000000222533 100 $a20140830h20142014 uy 0 101 0 $aeng 135 $aur|||||||nn|n 181 $2rdacontent 182 $2rdamedia 183 $2rdacarrier 200 10$aAll-American redneck $evariations on an icon, from James Fenimore Cooper to the Dixie Chicks /$fMatthew J. Ferrence 205 $aFirst edition. 210 1$aKnoxville, Tennessee :$cThe University of Tennessee Press,$d2014. 210 4$dİ2014 215 $a1 online resource (pages cm) 300 $aBibliographic Level Mode of Issuance: Monograph 311 $a1-322-06760-0 311 $a1-62190-007-X 320 $aIncludes bibliographical references and index. 410 0$aUPCC book collections on Project MUSE. 606 $aRednecks in literature 606 $aAmerican literature$xHistory and criticism 606 $aRednecks in popular culture 608 $aElectronic books. 615 0$aRednecks in literature. 615 0$aAmerican literature$xHistory and criticism. 615 0$aRednecks in popular culture. 676 $a810.9/355 700 $aFerrence$b Matthew J.$01052112 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910465427403321 996 $aAll-American redneck$92483068 997 $aUNINA LEADER 04777nam 2200649Ia 450 001 9910460059103321 005 20200520144314.0 010 $a1-61728-017-8 035 $a(CKB)2670000000041777 035 $a(EBL)3018076 035 $a(SSID)ssj0000427360 035 $a(PQKBManifestationID)12104236 035 $a(PQKBTitleCode)TC0000427360 035 $a(PQKBWorkID)10406027 035 $a(PQKB)10901379 035 $a(MiAaPQ)EBC3018076 035 $a(Au-PeEL)EBL3018076 035 $a(CaPaEBR)ebr10658998 035 $a(OCoLC)923654617 035 $a(EXLCZ)992670000000041777 100 $a20090106d2009 uy 0 101 0 $aeng 135 $aurcn||||||||| 181 $ctxt 182 $cc 183 $acr 200 00$aRock mechanics$b[electronic resource] $enew research /$fM. Abbie and J.S. Bedford, editors 210 $aNew York $cNova Science Publishers$dc2009 215 $a1 online resource (338 p.) 300 $aDescription based upon print version of record. 311 $a1-60692-459-1 320 $aIncludes bibliographical references and index. 327 $a""ROCK MECHANICS:NEW RESEARCH""; ""ROCK MECHANICS:NEW RESEARCH""; ""CONTENTS""; ""PREFACE""; ""RESEARCH AND REVIEW STUDIES""; ""WAVE-ASSOCIATED SEABED BEHAVIOUR NEAR SUBMARINE BURIED PIPELINES""; ""Abstract""; ""Introduction""; ""Background""; ""General Theory of Soil Adaptation to a Loading""; ""Wave-Seabed Interaction""; ""Uncoupled Consolidation Models""; ""Elasticity Theory for Impervious Solids""; ""Potential Flow Theory""; ""Heat Conduction Theory""; ""Coupled Two-Phase Consolidation Models""; ""Quasi-Static Consolidation Theory""; ""Semi- and Fully-Dynamic Consolidation Models"" 327 $a""Wave-Seabed-Pipeline Interaction""""Uncoupled Consolidation Models""; ""Coupled Two-Phase Consolidation Models""; ""Quasi-Static Soil Models""; ""Semi-Dynamic Soil Models""; ""Experimental Studies""; ""Scope of Current Study""; ""Three-Dimensional Boundary Value Problem""; ""Boundary Value Problem: Seabed Soil Consolidation""; ""Governing Equations""; ""Boundary Conditions""; ""Boundary Value Problem: Small-Amplitude Progressive Water Waves""; ""Three-Dimensional Finite Element Model""; ""Finite Element Model""; ""Spatial Discretization: Finite Element Mesh""; ""Temporal Discretization"" 327 $a""Validation of Numerical Model""""Verification against an Analytical Solution""; ""Verification against Experimental Data""; ""Wave-Induced Seabed Behaviour around Pipeline""; ""Principal Effective Stresses and the Maximum Shear Stress""; ""Parametric Study""; ""Influences of Ocean Wave Properties""; ""Wave Obliquity""; ""A. Three-Dimensional Geometry-Based Influences""; ""B. Influences of Three-Dimensionalities on Amplitudes of Soil Responses""; ""Wave Period""; ""Water Depth""; ""Influences of Seabed Soil Properties""; ""Soil Shear Modulus""; ""Soil Permeability"" 327 $a""The Degree of Saturation""""Influences of Trench and Pipeline Geometries""; ""Trench Width""; ""The Trench Depth""; ""Pipeline Diameter""; ""Wave-Associated Seabed Instabilities""; ""Soil Shear Failure""; ""Soil Liquefaction""; ""Parametric Study""; ""Three-Dimensionalities of Ocean Waves""; ""Influences of Seabed Soil Properties""; ""Modulus of Soil Shear Stiffness""; ""Soil Permeability""; ""The Degree of Saturation""; ""Influences of Trench and Pipeline Geometries""; ""Trench Depth""; ""Trench Width""; ""Pipeline Diameter""; ""Influences of Ocean Wave Properties""; ""Wave Period"" 327 $a""Water Depth""""Conclusions and Future Research Directions""; ""Conclusions""; ""Future Research Directions""; ""References""; ""STRESS AND SCALE-DEPENDENCY OF HYDRO MECHANICAL PROPERTIES OF FRACTURED ROCKS""; ""Abstract""; ""1. Introduction""; ""1.1. Fracture Systems and REV Concept""; ""1.2. Objectives""; ""2. Fracture System Analysis and DFN Model Generation""; ""2.1. Fracture System Data Analysis""; ""2.2. DFN Model Generation""; ""3. A Basic Study on Scale and Stress Efffects - Approaches and Results""; ""3.1. The Discrete Element Approach"" 327 $a""3.2. Constitutive Equation of Anisotropic Elastic Solids and the ComplianceTensor"" 606 $aHydraulic fracturing 606 $aRock mechanics 606 $aRocks$xFracture 606 $aRocks$xTesting 608 $aElectronic books. 615 0$aHydraulic fracturing. 615 0$aRock mechanics. 615 0$aRocks$xFracture. 615 0$aRocks$xTesting. 676 $a624.1/5132 701 $aAbbie$b M.$f1958-$0887718 701 $aBedford$b J. S.$f1959-$0887719 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910460059103321 996 $aRock mechanics$91982989 997 $aUNINA