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[null,"1.","Record Nr.",null,"UNINA9910785175303321"]
[null,null,"Titolo",null,"Rock mechanics [[electronic resource] ] : new research / / M. Abbie and J.S. Bedford, editors"]
[null,null,"Pubbl/distr/stampa",null,"New York, : Nova Science Publishers, c2009"]
[null,null,"ISBN",null,"1-61728-017-8"]
[null,null,"Descrizione fisica",null,"1 online resource (338 p.)"]
[null,null,"Disciplina",null,"624.1/5132"]
[null,null,"Soggetti",null,"Hydraulic fracturing"]
[{"$nulls":4},"Rock mechanics"]
[{"$nulls":4},"Rocks - Fracture"]
[{"$nulls":4},"Rocks - Testing"]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Note generali","Description based upon print version of record."]
[null,null,null,"Nota di bibliografia","Includes bibliographical references and index."]
[null,null,"Nota di contenuto",null,"\"\"ROCK MECHANICS:NEW RESEARCH\"\"; \"\"ROCK MECHANICS:NEW RESEARCH\"\"; \"\"CONTENTS\"\"; \"\"PREFACE\"\"; \"\"RESEARCH AND REVIEW STUDIES\"\"; \"\"WAVE-ASSOCIATED SEABED BEHAVIOUR NEAR SUBMARINE BURIED PIPELINES\"\"; \"\"Abstract\"\"; \"\"Introduction\"\"; \"\"Background\"\"; \"\"General Theory of Soil Adaptation to a Loading\"\"; \"\"Wave-Seabed Interaction\"\"; \"\"Uncoupled Consolidation Models\"\"; \"\"Elasticity Theory for Impervious Solids\"\"; \"\"Potential Flow Theory\"\"; \"\"Heat Conduction Theory\"\"; \"\"Coupled Two-Phase Consolidation Models\"\"; \"\"Quasi-Static Consolidation Theory\"\"; \"\"Semi- and Fully-Dynamic Consolidation Models\"\""]
[{"$nulls":4},"\"\"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\"\""]
[{"$nulls":4},"\"\"Validation of Numerical Model\"\"\"\"Verification against an Analytical Solution\"\"; \"\"Verification against Experimental Data\"\"; \"\"Wave-Induced Seabed Behaviour around Pipeline\"\"; \"\"Principal Effective Stresses and the Maximum Shear Stress\"\"; \"\"Parametric Study\"\"; \"\"Influences of Ocean "]
[{"$nulls":4},"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\"\""]
[{"$nulls":4},"\"\"The Degree of Saturation\"\"\"\"Influences of Trench and Pipeline Geometries\"\"; \"\"Trench Width\"\"; \"\"The Trench Depth\"\"; \"\"Pipeline Diameter\"\"; \"\"Wave-Associated Seabed Instabilities\"\"; \"\"Soil Shear Failure\"\"; \"\"Soil Liquefaction\"\"; \"\"Parametric Study\"\"; \"\"Three-Dimensionalities of Ocean Waves\"\"; \"\"Influences of Seabed Soil Properties\"\"; \"\"Modulus of Soil Shear Stiffness\"\"; \"\"Soil Permeability\"\"; \"\"The Degree of Saturation\"\"; \"\"Influences of Trench and Pipeline Geometries\"\"; \"\"Trench Depth\"\"; \"\"Trench Width\"\"; \"\"Pipeline Diameter\"\"; \"\"Influences of Ocean Wave Properties\"\"; \"\"Wave Period\"\""]
[{"$nulls":4},"\"\"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\"\""]
[{"$nulls":4},"\"\"3.2. Constitutive Equation of Anisotropic Elastic Solids and the ComplianceTensor\"\""]