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    Computational Geomechanics

    Theory and Applications

    AvAndrew H. C. Chan,Manuel Pastor

    Inbunden, Engelska, 2022

    1 436 kr

    Beställningsvara. Skickas inom 5-8 vardagar. Fri frakt över 249 kr.

    Beskrivning

    COMPUTATIONAL GEOMECHANICS The new edition of the first book to cover the computational dynamic aspects of geomechanics, now including more practical applications and up-to-date coverage of current research in the field Advances in computational geomechanics have dramatically improved understanding of the behavior of soils and the ability of engineers to design increasingly sophisticated constructions in the ground. When Professor Olek Zienkiewicz began the application of numerical approaches to solid dynamics at Swansea University, it became evident that realistic prediction of the behavior of soil masses could only be achieved if the total stress approaches were abandoned. Computational Geomechanics introduces the theory and application of Zienkiewicz’s computational approaches that remain the basis for work in the area of saturated and unsaturated soil to this day. Written by past students and colleagues of Professor Zienkiewicz, this extended Second Edition provides formulations for a broader range of problems, including failure load under static loading, saturated and unsaturated consolidation, hydraulic fracturing, and liquefaction of soil under earthquake loading. The internationally-recognized team of authors incorporates current computer technologies and new developments in the field, particularly in the area of partial saturation, as they guide readers on how to properly apply the formulation in their work. This one-of-a-kind volume: Explains the Biot-Zienkiewicz formulation for saturated and unsaturated soilCovers multiple applications to static and dynamic problems for saturated and unsaturated soil in areas such as earthquake engineering and fracturing of soils and rocksFeatures a completely new chapter on fast catastrophic landslides using depth integrated equations and smoothed particle hydrodynamics with applicationsPresents the theory of porous media in the saturated and unsaturated states to establish the foundation of the problem of soil mechanicsProvides a quantitative description of soil behavior including simple plasticity models, generalized plasticity, and critical state soil mechanicsIncludes numerous questions, problems, hands-on experiments, applications to other situations, and example code for GeHoMadridComputational Geomechanics: Theory and Applications, Second Edition is an ideal textbook for specialist and general geotechnical postgraduate courses, and a must-have reference for researchers in geomechanics and geotechnical engineering, for software developers and users of geotechnical finite element software, and for geotechnical analysts and engineers making use of the numerical results obtained from the Biot-Zienkiewicz formulation.

    Produktinformation

    • Utgivningsdatum:2022-04-28
    • Mått:172 x 258 x 32 mm
    • Vikt:992 g
    • Format:Inbunden
    • Språk:Engelska
    • Antal sidor:496
    • Upplaga:2
    • Förlag:John Wiley & Sons Inc
    • ISBN:9781118350478

    Utforska kategorier

    • Byggnadsteknik inom Naturvetenskap och teknik

    Mer om författaren

    Andrew H. C. Chan, Professor and Head of School Engineering, University of Tasmania, Australia.Manuel Pastor, Professor at the Department of Applied Mathematics and Computer Science, ETS de Ingenieros de Caminos, Universidad Politécnica Madrid (UPM), Spain, formerly at Centro de Estudios y Experimentación de Obras Públicas (CEDEX). Bernhard A. Schrefler, Professor Emeritus, University of Padua, Italy. Tadahiko Shiomi, Engineering Director, 3D-Lab, MIND Inc., Tokyo, Japan. O. C. Zienkiewicz (deceased), former Professor Emeritus and Head of the Department of Civil Engineering, Swansea University, UK.

    Innehållsförteckning

    • Preface1 Introduction and the Concept of Effective Stress1.1 PRELIMINARY REMARKS1.2 THE NATURE OF SOILS AND OTHER POROUS MEDIA: WHY A FULL DEFORMATION ANALYSIS IS THE ONLY VIABLE APPROACH FOR PREDICTION1.3 CONCEPTS OF EFFECTIVE STRESS IN SATURATED OR PARTIALLY SATURATED MEDIAREFERENCES 162 Equations Governing the Dynamic, Soil–Pore Fluid, Interaction2.1 GENERAL REMARKS ON THE PRESENTATION2.2 FULLY SATURATED BEHAVIOUR WITH A SINGLE PORE FLUID (WATER)2.3 PARTIALLY SATURATED BEHAVIOUR WITH AIR PRESSURE NEGLECTED (pa = 0)2.4 PARTIALLY SATURATED BEHAVIOUR WITH AIR FLOW CONSIDERED (pa ≥ 0)2.5 ALTERNATIVE DERIVATION OF THE GOVERNING EQUATION (OF SECTION 2.2–2.4) BASED ON THE HYBRID MIXTURE THEORY2.6 CONCLUDING REMARKSREFERENCES 403 Finite Element Discretization and Solution of the Governing Equations3.1 THE PROCEDURE OF DISCRETIZATION BY THE FINITE ELEMENT METHOD3.2 u-p DISCRETIZATION FOR A GENERAL GEOMECHANICS FINITE ELEMENT CODE3.3 THEORY: TENSORIAL FORM OF THE EQUATIONS3.4 CONCLUSIONSREFERENCES 254 Constitutive Relations – Plasticity4.1 INTRODUCTION4.2 THE GENERAL FRAMEWORK OF PLASTICITY4.3 CRITICAL STATE MODELS4.4 GENERALIZED PLASTICITY MODELLING4.5 ALTERNATIVE ADVANCED MODELS4.6 CLOSUREREFERENCES 1385 Some Special Aspects of Analysis and Formulation: Radiation Boundaries, Adaptive Finite Element Requirement and Incompressible Behaviour5.1 INTRODUCTION5.2 FAR FIELD SOLUTIONS IN QUASI-STATIC PROBLEMS5.3 INPUT FOR EARTHQUAKE ANALYSIS AND RADIATION BOUNDARY5.4 ADAPTIVE REFINEMENT FOR IMPROVED ACCURACY AND THE CAPTURE OF LOCALIZED PHENOMENA5.5 REGULARIZATION THRUOGH GRADIENT DEPENDENT PLASTICITY5.6 STABILIZATION OF COMPUTATION FOR NEARLY INCOMPRESSIBLE BEHAVIOUR WITH MIXED INTERPOLATION5.7 CONCLUSIONSREFERENCES 606 Examples for Static, Consolidation and Hydraulic Fracturing Problems6.1 INTRODUCTION6.2 STATIC PROBLEMS6.3 SEEPAGE6.4 CONSOLIDATION6.5 HYDRAULIC FRACTURING: FRACTURE IN A FULLY SATURATED POROUS MEDIUM DRIVEN BY INCREASE IN PORE FLUID PRESSURE6.6 CONCLUSIONSREFERENCES 597 Validation of Prediction by Centrifuge7.1 INTRODUCTION7.2 SCALING LAWS OF CNTRIFUGE MODELLING7.3 CENTRIFUGE TEST OF A DYKE SIMILAR TO A PROTOTYPE RETAINING DYKE IN VENEZUELA7.4 THE VELACS PROJECT7.5 COMPARISON WITH THE VELACS CENTRIFUGE EXPERIMENT7.6 CENTRIFUGE TEST OF A RETAING WALL7.7 CONCLUSIONSREFERENCES 268 Applications to unsaturated problems8.1 INTRODUCTION8.2 ISOTHERMAL DRAINAGE OF WATER FROM A VERTICAL COLUMN OF SAND8.3 AIR STORAGE MODELLING IN AN AQUIFER8.4 COMPARISON OF CONSOLIDATION AND DYNAMIC RESULTS BETWEEN SMALL STRAIN AND FINITE DEFORMATION FORMULATION8.5 DYNAMIC ANALYSIS WITH A FULL TWO PHASE FLOW SOLUTION OF A PARTIALLY SATURATED SOIL COLUMN SUBJECTED TO A STEP LOAD8.6 COMPACTION AND LAND SUBSIDENCE ANALYSIS RELATED TO THE EXPLOITATION OF GAS RESERVOIRS8.7 INITIATION OF LANDSLIDE IN PARTIALLY SATURATED SOIL8.8 CONCLUSIONSREFERENCES 449 Prediction Application and Back Analysis to Earthquake Engineering – Basic Concepts, Seismic Input, Frequency and Time Domain Analysis9.1 INTRODUCTION9.2 MATERIAL PROPERTIES OF SOIL9.3 CHARACTERISTICS OF EQUIVALENT LINEAR METHOD9.4 PORT ISLAND LIQUEFACTION ASSESSMENT USING THE CYCLE-VISE EQUIVALENT LINEAR METHOD9.5 PORT ISLAND LIQUEFACTION USING ONE COLUMN NONLINEAR ANALYSIS IN MULTIDIRECTION9.6 SIMULATION OF LIQUEFACTION BEHAVIOUR DURING NIIGATA EARTHQUAKE TO ILLUSTRATE THE EFFECT OF INITIAL SHEAR STRESS9.7 LARGE SCALE LIQUEFACTION EXPERIMENT USING THREE DIMENSIONL NONLINEAR ANALYSIS9.8 LOWER SAN FERNANDO DAM FAILUREREFERENCES 4410 Beyond Failure. Modelling of Fluidized Geomaterials: Fast Catastrophic Landslides 10.1 INTRODUCTION10.2 MATHEMATICAL MODEL: A HIERARCHICAL SET OF MODELS FOR THE COUPLED BEHAVIOUR OF FLUIDIZED GEOMATERIALS10.3 BEHAVIOUR OF FLUIDIZED SOILS: RHEOLOGICAL MODELLING ALTERNATIVES10.4 NUMERICAL MODELLING: 2 PHASE DEPTH INTEGRATED COUPLED MODELS10.5 EXAMPLES AND APPLICATIONS10.6 CONCLUSIONSREFERENCES  48 (500)