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Author: Joe Cse Publisher: Independently Published ISBN: Category : Languages : en Pages : 98
Book Description
This book describes the fundamentals of geomechanical and geotechnical finite element modeling using Abaqus and Python. Of particular importance is the probing of nonlinear material response of standard soil and rock material models, namely, the Drucker-Prager, Mohr-Coulomb and Cam-Clay models, under triaxial loading. Slope stability and consolidation problems are examined. Abaqus input (*.inp) files, Python Abaqus post processing and plotting scripts are provided. Python is used because of its wide popularity and is integrated with Abaqus. This enables analysis and post-processing automation, as well as extending the analysis capabilities of Abaqus (for e.g., implementing the strength reduction method for slope stability analysis). The content of this book is relevant to students, researchers and engineers who are working in civil, energy, and mining industries.
Author: Joe Cse Publisher: Independently Published ISBN: Category : Languages : en Pages : 98
Book Description
This book describes the fundamentals of geomechanical and geotechnical finite element modeling using Abaqus and Python. Of particular importance is the probing of nonlinear material response of standard soil and rock material models, namely, the Drucker-Prager, Mohr-Coulomb and Cam-Clay models, under triaxial loading. Slope stability and consolidation problems are examined. Abaqus input (*.inp) files, Python Abaqus post processing and plotting scripts are provided. Python is used because of its wide popularity and is integrated with Abaqus. This enables analysis and post-processing automation, as well as extending the analysis capabilities of Abaqus (for e.g., implementing the strength reduction method for slope stability analysis). The content of this book is relevant to students, researchers and engineers who are working in civil, energy, and mining industries.
Author: R. Dungar Publisher: Routledge ISBN: 1351445480 Category : Technology & Engineering Languages : en Pages : 409
Book Description
The key to successful solution of problems by the finite element method lies in the choice of appropriate numerical models & their associated parameters for geological media. 16 invited contributions on: Basic concepts; Numerical modelling of selected engineering problems; Specific numerical models & parameters evaluation.
Author: John W. Bull Publisher: CRC Press ISBN: 1482267675 Category : Architecture Languages : en Pages : 392
Book Description
In geomechanics, existing design methods are very much dependent upon sophisticated on-site techniques to assess ground conditions. This book describes numerical analysis, computer simulation and modelling that can be used to answer some highly complex questions associated with geomechanics. The contributors, who are all international experts in th
Author: G.N. Pande Publisher: CRC Press ISBN: 1000150976 Category : Technology & Engineering Languages : en Pages : 1528
Book Description
In this volume a number of developments on a variety of topics have been reported. These topics include: partially saturated soil; instabilities in soil behaviour; environmental geomechanics; parallel computing; and applications to tunnels, embankments, slopes, foundations and anchors.
Author: Luis Ribeiro e Sousa Publisher: CRC Press ISBN: 0415616611 Category : Technology & Engineering Languages : en Pages : 476
Book Description
Since the 1990s five books on ‘Applications of Computational Mechanics in Geotechnical Engineering’ have been published. Innovative Numerical Modelling in Geomechanics is the 6th and final book in this series, and contains papers written by leading experts on computational mechanics. The book treats highly relevant topics in the field of geotechnics, such as environmental geotechnics, open and underground excavations, foundations, embankments and rockfill dams, computational systems and oil geomechanics. Special attention is paid to risk in geotechnical engineering, and to recent developments in applying Bayesian networks and Data Mining techniques. Innovative Numerical Modelling in Geomechanics will be of interest to civil, mining and environmental engineers, as well as to engineering geologists. The book will also be useful for academics and researchers involved in geotechnics.
Author: Chandrakant S. Desai Publisher: CRC Press ISBN: 1466515600 Category : Technology & Engineering Languages : en Pages : 640
Book Description
Soil-structure interaction is an area of major importance in geotechnical engineering and geomechanics Advanced Geotechnical Engineering: Soil-Structure Interaction using Computer and Material Models covers computer and analytical methods for a number of geotechnical problems. It introduces the main factors important to the application of computer methods and constitutive models with emphasis on the behavior of soils, rocks, interfaces, and joints, vital for reliable and accurate solutions. This book presents finite element (FE), finite difference (FD), and analytical methods and their applications by using computers, in conjunction with the use of appropriate constitutive models; they can provide realistic solutions for soil–structure problems. A part of this book is devoted to solving practical problems using hand calculations in addition to the use of computer methods. The book also introduces commercial computer codes as well as computer codes developed by the authors. Uses simplified constitutive models such as linear and nonlinear elastic for resistance-displacement response in 1-D problems Uses advanced constitutive models such as elasticplastic, continued yield plasticity and DSC for microstructural changes leading to microcracking, failure and liquefaction Delves into the FE and FD methods for problems that are idealized as two-dimensional (2-D) and three-dimensional (3-D) Covers the application for 3-D FE methods and an approximate procedure called multicomponent methods Includes the application to a number of problems such as dams , slopes, piles, retaining (reinforced earth) structures, tunnels, pavements, seepage, consolidation, involving field measurements, shake table, and centrifuge tests Discusses the effect of interface response on the behavior of geotechnical systems and liquefaction (considered as a microstructural instability) This text is useful to practitioners, students, teachers, and researchers who have backgrounds in geotechnical, structural engineering, and basic mechanics courses.
Author: Andrew H. C. Chan Publisher: John Wiley & Sons ISBN: 1118535308 Category : Science Languages : en Pages : 500
Book Description
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 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 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.
Author: Joe Cse
Author: Joe Cse
Author: R. Dungar
Author: Debasis Deb
Author: John W. Bull
Author: G.N. Pande
Author: Debasis Deb
Author: Luis Ribeiro e Sousa
Author: 
Author: Chandrakant S. Desai
Author: Andrew H. C. Chan