Computational Geomechanics
Theory and Applications
(Sprache: Englisch)
Up-to-date edition of Computational Geomechanics, broadening the focus of the first edition to include more applications
This extended second edition of the highly successful book Computational Geomechanics with special reference to Earthquake...
This extended second edition of the highly successful book Computational Geomechanics with special reference to Earthquake...
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Up-to-date edition of Computational Geomechanics, broadening the focus of the first edition to include more applications
This extended second edition of the highly successful book Computational Geomechanics with special reference to Earthquake Engineering by Zienkiewicz O.C., Chan A.H.C., Pastor M., Schrefler B. A. and Shiomi T. introduces the theory and application of the Biot-Zienkiewicz formulation for saturated and unsaturated soil. This was one of main research areas of the late Prof. Zienkiewicz and his team in Swansea. The formulation given in this book have shown great success in a wide range of problems ranging from failure load under static loading, saturated and unsaturated consolidation, to liquefaction of soil under earthquake loading. The purpose of the book is to introduce and explain the formulation to research students, researchers and practicing engineers so that the method can be properly understood and correctly applied. This edition includes most of the material in first edition updated to include new applications to reflect the work done in the past decade. The change in the sub-title reflects better the new content introduced.
As there is still no comparable publication in the market the authors felt that there is a need to bring out a second edition to incorporate the many significant developments over the past decade. Furthermore, since the first edition, existing computer software has been updated and new computer software has been introduced. This second edition offers the excellent opportunity for the team to report on the progress made in the past decade, guide the readers on how to make use of the formulation and the software and point them to the exciting opportunities ahead.
* Logically organized, thoroughly updated edition of the classic book by Zienkiewicz et al.
* New chapter on computational methods for fast catastrophic landslides.
* Companion website with example code including SWANDYNE and GeoMadrid.
* Each chapter includes multiple question, problems and hands-on experiments, as well as suggested applications to other situations.
This extended second edition of the highly successful book Computational Geomechanics with special reference to Earthquake Engineering by Zienkiewicz O.C., Chan A.H.C., Pastor M., Schrefler B. A. and Shiomi T. introduces the theory and application of the Biot-Zienkiewicz formulation for saturated and unsaturated soil. This was one of main research areas of the late Prof. Zienkiewicz and his team in Swansea. The formulation given in this book have shown great success in a wide range of problems ranging from failure load under static loading, saturated and unsaturated consolidation, to liquefaction of soil under earthquake loading. The purpose of the book is to introduce and explain the formulation to research students, researchers and practicing engineers so that the method can be properly understood and correctly applied. This edition includes most of the material in first edition updated to include new applications to reflect the work done in the past decade. The change in the sub-title reflects better the new content introduced.
As there is still no comparable publication in the market the authors felt that there is a need to bring out a second edition to incorporate the many significant developments over the past decade. Furthermore, since the first edition, existing computer software has been updated and new computer software has been introduced. This second edition offers the excellent opportunity for the team to report on the progress made in the past decade, guide the readers on how to make use of the formulation and the software and point them to the exciting opportunities ahead.
* Logically organized, thoroughly updated edition of the classic book by Zienkiewicz et al.
* New chapter on computational methods for fast catastrophic landslides.
* Companion website with example code including SWANDYNE and GeoMadrid.
* Each chapter includes multiple question, problems and hands-on experiments, as well as suggested applications to other situations.
Klappentext zu „Computational Geomechanics “
COMPUTATIONAL GEOMECHANICSThe 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 soil
* Covers multiple applications to static and dynamic problems for saturated and unsaturated soil in areas such as earthquake engineering and fracturing of soils and rocks
* Features a completely new chapter on fast catastrophic landslides using depth integrated equations and smoothed particle hydrodynamics with applications
* Presents the theory of porous media in the saturated and unsaturated states to establish the
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foundation of the problem of soil mechanics
* Provides a quantitative description of soil behavior including simple plasticity models, generalized plasticity, and critical state soil mechanics
* Includes numerous questions, problems, hands-on experiments, applications to other situations, and example code for GeHoMadrid
Computational 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.
* Provides a quantitative description of soil behavior including simple plasticity models, generalized plasticity, and critical state soil mechanics
* Includes numerous questions, problems, hands-on experiments, applications to other situations, and example code for GeHoMadrid
Computational 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.
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Inhaltsverzeichnis zu „Computational Geomechanics “
Preface1 Introduction and the Concept of Effective Stress
1.1 PRELIMINARY REMARKS
1.2 THE NATURE OF SOILS AND OTHER POROUS MEDIA: WHY A FULL DEFORMATION ANALYSIS IS THE ONLY VIABLE APPROACH FOR PREDICTION
1.3 CONCEPTS OF EFFECTIVE STRESS IN SATURATED OR PARTIALLY SATURATED MEDIA
REFERENCES 16
2 Equations Governing the Dynamic, Soil-Pore Fluid, Interaction
2.1 GENERAL REMARKS ON THE PRESENTATION
2.2 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 THEORY
2.6 CONCLUDING REMARKS
REFERENCES 40
3 Finite Element Discretization and Solution of the Governing Equations
3.1 THE PROCEDURE OF DISCRETIZATION BY THE FINITE ELEMENT METHOD
3.2 u-p DISCRETIZATION FOR A GENERAL GEOMECHANICS FINITE ELEMENT CODE
3.3 THEORY: TENSORIAL FORM OF THE EQUATIONS
3.4 CONCLUSIONS
REFERENCES 25
4 Constitutive Relations - Plasticity
4.1 INTRODUCTION
4.2 THE GENERAL FRAMEWORK OF PLASTICITY
4.3 CRITICAL STATE MODELS
4.4 GENERALIZED PLASTICITY MODELLING
4.5 ALTERNATIVE ADVANCED MODELS
4.6 CLOSURE
REFERENCES 138
5 Some Special Aspects of Analysis and Formulation: Radiation Boundaries, Adaptive Finite Element Requirement and Incompressible Behaviour
5.1 INTRODUCTION
5.2 FAR FIELD SOLUTIONS IN QUASI-STATIC PROBLEMS
5.3 INPUT FOR EARTHQUAKE ANALYSIS AND RADIATION BOUNDARY
5.4 ADAPTIVE REFINEMENT FOR IMPROVED ACCURACY AND THE CAPTURE OF LOCALIZED PHENOMENA
5.5 REGULARIZATION THRUOGH GRADIENT DEPENDENT PLASTICITY
5.6 STABILIZATION OF COMPUTATION FOR
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NEARLY INCOMPRESSIBLE BEHAVIOUR WITH MIXED INTERPOLATION
5.7 CONCLUSIONS
REFERENCES 60
6 Examples for Static, Consolidation and Hydraulic Fracturing Problems
6.1 INTRODUCTION
6.2 STATIC PROBLEMS
6.3 SEEPAGE
6.4 CONSOLIDATION
6.5 HYDRAULIC FRACTURING: FRACTURE IN A FULLY SATURATED POROUS MEDIUM DRIVEN BY INCREASE IN PORE FLUID PRESSURE
6.6 CONCLUSIONS
REFERENCES 59
7 Validation of Prediction by Centrifuge
7.1 INTRODUCTION
7.2 SCALING LAWS OF CNTRIFUGE MODELLING
7.3 CENTRIFUGE TEST OF A DYKE SIMILAR TO A PROTOTYPE RETAINING DYKE IN VENEZUELA
7.4 THE VELACS PROJECT
7.5 COMPARISON WITH THE VELACS CENTRIFUGE EXPERIMENT
7.6 CENTRIFUGE TEST OF A RETAING WALL
7.7 CONCLUSIONS
REFERENCES 26
8 Applications to unsaturated problems
8.1 INTRODUCTION
8.2 ISOTHERMAL DRAINAGE OF WATER FROM A VERTICAL COLUMN OF SAND
8.3 AIR STORAGE MODELLING IN AN AQUIFER
8.4 COMPARISON OF CONSOLIDATION AND DYNAMIC RESULTS BETWEEN SMALL STRAIN AND FINITE DEFORMATION FORMULATION
8.5 DYNAMIC ANALYSIS WITH A FULL TWO PHASE FLOW SOLUTION OF A PARTIALLY SATURATED SOIL COLUMN SUBJECTED TO A STEP LOAD
8.6 COMPACTION AND LAND SUBSIDENCE ANALYSIS RELATED TO THE EXPLOITATION OF GAS RESERVOIRS
8.7 INITIATION OF LANDSLIDE IN PARTIALLY SATURATED SOIL
8.8 CONCLUSIONS
REFERENCES 44
9 Prediction Application and Back Analysis to Earthquake Engineering - Basic Concepts, Seismic Input, Frequency and Time Domain Analysis
9.1 INTRODUCTION
9.2 MATERIAL PROPERTIES OF SOIL
9.3
5.7 CONCLUSIONS
REFERENCES 60
6 Examples for Static, Consolidation and Hydraulic Fracturing Problems
6.1 INTRODUCTION
6.2 STATIC PROBLEMS
6.3 SEEPAGE
6.4 CONSOLIDATION
6.5 HYDRAULIC FRACTURING: FRACTURE IN A FULLY SATURATED POROUS MEDIUM DRIVEN BY INCREASE IN PORE FLUID PRESSURE
6.6 CONCLUSIONS
REFERENCES 59
7 Validation of Prediction by Centrifuge
7.1 INTRODUCTION
7.2 SCALING LAWS OF CNTRIFUGE MODELLING
7.3 CENTRIFUGE TEST OF A DYKE SIMILAR TO A PROTOTYPE RETAINING DYKE IN VENEZUELA
7.4 THE VELACS PROJECT
7.5 COMPARISON WITH THE VELACS CENTRIFUGE EXPERIMENT
7.6 CENTRIFUGE TEST OF A RETAING WALL
7.7 CONCLUSIONS
REFERENCES 26
8 Applications to unsaturated problems
8.1 INTRODUCTION
8.2 ISOTHERMAL DRAINAGE OF WATER FROM A VERTICAL COLUMN OF SAND
8.3 AIR STORAGE MODELLING IN AN AQUIFER
8.4 COMPARISON OF CONSOLIDATION AND DYNAMIC RESULTS BETWEEN SMALL STRAIN AND FINITE DEFORMATION FORMULATION
8.5 DYNAMIC ANALYSIS WITH A FULL TWO PHASE FLOW SOLUTION OF A PARTIALLY SATURATED SOIL COLUMN SUBJECTED TO A STEP LOAD
8.6 COMPACTION AND LAND SUBSIDENCE ANALYSIS RELATED TO THE EXPLOITATION OF GAS RESERVOIRS
8.7 INITIATION OF LANDSLIDE IN PARTIALLY SATURATED SOIL
8.8 CONCLUSIONS
REFERENCES 44
9 Prediction Application and Back Analysis to Earthquake Engineering - Basic Concepts, Seismic Input, Frequency and Time Domain Analysis
9.1 INTRODUCTION
9.2 MATERIAL PROPERTIES OF SOIL
9.3
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Autoren-Porträt von Andrew H. C. Chan, Manuel Pastor, Bernhard A. Schrefler, Tadahiko Shiomi, O. C. Zienkiewicz
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.
Bibliographische Angaben
- Autoren: Andrew H. C. Chan , Manuel Pastor , Bernhard A. Schrefler , Tadahiko Shiomi , O. C. Zienkiewicz
- 2022, 2. Aufl., 496 Seiten, Maße: 17,2 x 25 cm, Gebunden, Englisch
- Verlag: Wiley & Sons
- ISBN-10: 1118350472
- ISBN-13: 9781118350478
- Erscheinungsdatum: 23.07.2018
Sprache:
Englisch
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