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100   $a20090106d2009      uy             0
101 0 $aeng
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200 00$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
615  0$aHydraulic fracturing.
615  0$aRock mechanics.
615  0$aRocks$xFracture.
615  0$aRocks$xTesting.
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701   $aAbbie$b M.$f1958-$01482353
701   $aBedford$b J. S.$f1959-$01482354
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