Limit Analysis and Soil Plasticity


Author: Wai-Fah Chen
Publisher: Elsevier
ISBN: 0444601066
Category: Technology & Engineering
Page: 638
View: 6383

Continue Reading →

Developments in Geotechnical Engineering, Volume 7: Limit Analysis and Soil Plasticity covers the theory and applications of limit analysis as applied to soil mechanics. Organized into 12 chapters, the book presents an introduction to the modern development of theory of soil plasticity and includes rock-like material. The first four chapters of the book describe the technique of limit analysis, beginning with the historical review of the subject and the assumptions on which it is based, and then covering various aspects of available techniques of limit analysis. The subsequent chapters deal with the applications of limit analysis to what may be termed “classical soil mechanics problems that include bearing capacity of footings, lateral earth pressure problems, and stability of slopes. In many cases, comparisons of limit analysis solution and conventional limit equilibrium and slip-like solutions are also presented. Other chapters deal with the advances in bearing-capacity problem of concrete blocks or rock and present theoretical and experimental results of various concrete bearing problems. The concluding chapter examines elastic-plastic soil and elastic-plastic-fracture models for concrete materials. This book is an ideal resource text to geotechnical engineers and soil mechanics researchers.

Encyclopedia of Soil Science


Author: Rattan Lal
Publisher: CRC Press
ISBN: 9780849350542
Category: Nature
Page: 1923
View: 5165

Continue Reading →

Presents the research and practices with sections on ISTIC-World Soil Information, root growth and agricultural management, nitrate leaching management, podzols, paramos soils, water repellant soils, and rare earth elements. This book includes entries that cover tillage, irrigation, erosion control, and ground water, and soil degradation.

Soil Plasticity

Theory and Implementation
Author: W.F. Chen,G.Y. Baladi
Publisher: Elsevier
ISBN: 0444598367
Category: Technology & Engineering
Page: 244
View: 9175

Continue Reading →

This book is addressed primarily to civil engineers familiar with such traditional topics as strength of materials, soil mechanics, and theory of elasticity and structures, but less familiar with the modern development of the mathematical theory of soil plasticity necessary to any engineer working under the general heading of nonlinear analysis of soil-structure system. This book will satisfy his needs in the case of the soil medium. It introduces the reader to the theory of soil plasticity and its numerical implementation into computer programs. The theory and method of computer implementation presented here are appropriate for solving nonlinear static dynamic problems in soil mechanics and are applicable for finite difference and finite element computer codes. A sample computer model subroutine is developed and this is used to study some typical soil mechanics problems. With its comprehensive coverage and simple, concise presentation, the book will undoubtedly prove to be very useful for consulting engineers, research and graduate students in geotechnical engineering.

Generalized Plasticity


Author: Mao-Hong Yu
Publisher: Springer Science & Business Media
ISBN: 3540304339
Category: Technology & Engineering
Page: 448
View: 2855

Continue Reading →

Generalized Plasticity deals with the plasticity of materials and structures. It is an expansion of the "Unified Strength Theory to Plasticity Theory", leading to a unified treatment of metal plasticity and plasticity of geomaterials, generally. It includes the metal plasticity for Tresca materials, Huber-von-Mises materials and twin-shear materials and the geomaterial plasticity for Mohr-Coulomb materials, generalized twin-shear materials and the Unified Strength Theory.

Physical Characteristics of Soils, Plasticity, Settlement Calculations, Interpretation of In-Situ Tests


Author: N.A
Publisher: Elsevier
ISBN: 0444600582
Category: Technology & Engineering
Page: 306
View: 7908

Continue Reading →

Practical Problems in Soil Mechanics and Foundation Engineering, 1: Physical Characteristics of Soils, Plasticity, Settlement Calculations, Interpretation of In-Situ Tests presents the analysis and calculation procedures for the solution of geotechnical problems. The book contains example problems with detailed step-by-step solutions. The text emphasizes the application of theoretical soil mechanics to geotechnical engineering. Chapters provide example problems and solutions on the physical characteristics of soil, water in the soil, settlement calculations, plasticity and shear strength, plastic equilibrium, and interpretation of in-situ tests. Civil engineers and civil engineering students will find the book highly useful.

Disturbed Soil Properties and Geotechnical Design


Author: Andrew Noel Schofield
Publisher: Thomas Telford
ISBN: 9780727729828
Category: Technology & Engineering
Page: 142
View: 1951

Continue Reading →

This is an easily accessible account of critical state of soil mechanics, geotechnical centrifuge testing and the original Cam-Clay model invented by the author.

Plasticity and Geomechanics


Author: R. O. Davis,A. P. S. Selvadurai
Publisher: Cambridge University Press
ISBN: 9781139436526
Category: Technology & Engineering
Page: N.A
View: 454

Continue Reading →

Plasticity theory is widely used to describe the behaviour of soil and rock in many engineering situations. Plasticity and Geomechanics presents a concise introduction to the general subject of plasticity with a particular emphasis on applications in geomechanics. Derived from the authors' own lecture notes, this book is written with students firmly in mind. Excessive use of mathematical methods is avoided in the main body of the text and, where possible, physical interpretations are given for important concepts. In this way the authors present a clear introduction to the complex ideas and concepts of plasticity as well as demonstrating how this developing subject is of critical importance to geomechanics and geotechnical engineering. This book therefore complements Elasticity and Geomechanics by the same authors and will appeal to graduate students and researchers in the fields of soil mechanics, foundation engineering, and geomechanics.

Engineering Geology


Author: Wang Sijing,Paul G. Marinos
Publisher: VSP
ISBN: 9789067642408
Category: Technology & Engineering
Page: 531
View: 5934

Continue Reading →

Limit Analysis in Soil Mechanics


Author: W.F. Chen,X.L. Liu
Publisher: Elsevier
ISBN: 0444598359
Category: Technology & Engineering
Page: 492
View: 540

Continue Reading →

During the last ten years, our understanding of the perfect plasticity and the associated flow rule assumption on which limit analysis is based has increased considerably. Many extensions and advances have been made in applications of limit analysis to the area of soil dynamics, in particular, to earthquake-induced slope failure and landslide problems and to earthquake-induced lateral earth pressures on rigid retaining structures. The purpose of the book therefore is in part to discuss the validity of the upper bound work (or energy) method of limit analysis in a form that can be appreciated by a practicing soil engineer, and in part to provide a compact and up-to-date summary of recent advances in the applications of limit analysis to earthquake-induced stability problems in soil mechanics.

Plasticity Theory


Author: Jacob Lubliner
Publisher: Courier Corporation
ISBN: 0486318206
Category: Technology & Engineering
Page: 544
View: 7774

Continue Reading →

The aim of Plasticity Theory is to provide a comprehensive introduction to the contemporary state of knowledge in basic plasticity theory and to its applications. It treats several areas not commonly found between the covers of a single book: the physics of plasticity, constitutive theory, dynamic plasticity, large-deformation plasticity, and numerical methods, in addition to a representative survey of problems treated by classical methods, such as elastic-plastic problems, plane plastic flow, and limit analysis; the problem discussed come from areas of interest to mechanical, structural, and geotechnical engineers, metallurgists and others. The necessary mathematics and basic mechanics and thermodynamics are covered in an introductory chapter, making the book a self-contained text suitable for advanced undergraduates and graduate students, as well as a reference for practitioners of solid mechanics.

Very Soft Organic Clay Applied for Road Embankment

Modelling and Optimisation Approach, UNESCO-IHE PhD, Delft, the Netherlands
Author: C. Limsiri
Publisher: CRC Press
ISBN: 9781439828533
Category: Technology & Engineering
Page: 165
View: 5199

Continue Reading →

In this book strategies for using very soft organic clay as a fill material for road embankment constructions are compared, and an optimisation scheme is presented. Computer programs for simulation of evaporative drying, for simulation of consolidation, and for slope stability calculation were used to analyse clay behaviour. Field and laboratory testing programs for a trial embankment were set up in order to study the relations of parameters, to examine suitability and workability of the clay, and to verify the improvement methods. An optimisation technique was applied as a rational method for using very soft organic clay for road embankments leading to an economic construction. Also recommendations are presented based on a rational method for conditioning and emplacing very soft organic clay in a safe and economic way.

Analytic Methods in Geomechanics


Author: Kam-tim Chau
Publisher: CRC Press
ISBN: 1466555858
Category: Science
Page: 457
View: 8813

Continue Reading →

A multidisciplinary field, encompassing both geophysics and civil engineering, geomechanics deals with the deformation and failure process in geomaterials such as soil and rock. Although powerful numerical tools have been developed, analytical solutions still play an important role in solving practical problems in this area. Analytic Methods in Geomechanics provides a much-needed text on mathematical theory in geomechanics, beneficial for readers of varied backgrounds entering this field. Written for scientists and engineers who have had some exposure to engineering mathematics and strength of materials, the text covers major topics in tensor analysis, 2-D elasticity, and 3-D elasticity, plasticity, fracture mechanics, and viscoelasticity. It also discusses the use of displacement functions in poroelasticity, the basics of wave propagations, and dynamics that are relevant to the modeling of geomaterials. The book presents both the fundamentals and more advanced content for understanding the latest research results and applying them to practical problems in geomechanics. The author gives concise explanations of each subject area, using a step-by-step process with many worked examples. He strikes a balance between breadth of material and depth of details, and includes recommended reading in each chapter for readers who would like additional technical information. This text is suitable for students at both undergraduate and graduate levels, as well as for professionals and researchers.

Soil survey


Author: United States Bureau of Chemistry and Soils,United States. Bureau of Plant Industry,United States. Bureau of Plant Industry, Soils, and Agricultural Engineering,United States. Soil Conservation Service,United States. Natural Resources Conservation Service
Publisher: N.A
ISBN: N.A
Category: Soil surveys
Page: N.A
View: 5672

Continue Reading →

Plasticity

Proceedings of the Second Symposium on Naval Structural Mechanics
Author: E. H. Lee,P. S. Symonds
Publisher: Elsevier
ISBN: 1483156222
Category: Technology & Engineering
Page: 630
View: 7667

Continue Reading →

Plasticity documents the proceedings of the Second Symposium on Naval Structural Mechanics held at Brown University, Rhode Island, 5-7 April 1960. It was sponsored jointly by the Office of Naval Research of the U.S. Navy and Brown University. The symposium was devoted to plasticity. The intention was to provide critical reviews of recent developments in certain areas of plasticity of particular current interest and importance, and to supplement these with short accounts of related current research work. The papers presented at the symposium covered the following areas: atomic theory of plastic flow and fracture; stress-strain relations including thermoplasticity and creep; basic theory including stability and uniqueness; boundary value problems including plates and shells; dynamic loading and plastic waves; and developments in design. Two talks were also held for the purpose of reviewing the present status of application of plasticity in design of naval vessels. The symposium was opened by Captain J. C. Myers on behalf of the Office of Naval Research and by Professor W. Prager on behalf of Brown University. Professor Prager closed the symposium by presenting a brief resume of the main accomplishments and trends in plasticity brought to light during the symposium.

Theory of Soil Plasticity with Indefinite Angle of Non-coaxiality


Author: Shunsuke Takagi
Publisher: N.A
ISBN: N.A
Category: Soil mechanics
Page: 31
View: 9680

Continue Reading →

One of the difficulties that have hampered the development of the mathematical theory of soil plasticity was recently overcome by Mandl and Luque. They showed that the non-coaxiality of the principal axes of a stress tensor and a strain-rate tensor can occur only in plane deformation. Their assumption that the angle of non-coaxiality should be a material constant cannot be supported, however, The angle of non-coaxiality should be determined so that the solution to the given problem can exist. It is demonstrated in one of the examples in the report that a well-known solution in which the angle of non-coaxiality is assumed to be zero does violate the assumed boundary condition. The theory was reorganized by using new insights given by Mandl and Luque. It is concluded that still missing is one condition that enables us to determine the angle of non-coaxiality as a function of space. (Author).

Micromechanics of Granular Materials

Proceedings of the U.S./Japan Seminar on the Micromechanics of Granular Materials, Sendai-Zao, Japan, October 26-30, 1987
Author: Massao Satake,J.T. Jenkins
Publisher: Elsevier
ISBN: 1483290158
Category: Technology & Engineering
Page: 383
View: 7210

Continue Reading →

This proceedings volume contains papers from researchers in Japan, the United States and England who have made fundamental contributions to the micromechanics of granular materials. The purpose of the seminar was to facilitate an exchange of ideas between scientists working with statistical and continuum theories, computer simulations and experiments on both static and dynamic behaviour. In describing the solid like behaviour of granular materials, many new ideas on the constitutive relations are introduced in this volume. As an application of the analysis, the mechanism of liquefaction is discussed. Computer simulations have become a vital tool in establishing the micromechanical approaches which otherwise would not be experimentally tested. In numerical simulations and theoretical analyses of rapid granular flow, various modifications on the nature of materials and boundaries are given. Possible applications of the techniques of the stereology and analysis based on geometrical statistics are also included. The papers collected in this volume signify that the promotion of a good understanding of the mechanics of granular materials has been and will continue to be valued in a variety of technical disciplines.

Unsaturated Soil Mechanics in Engineering Practice


Author: Delwyn G. Fredlund,Hendry Rahardjo,Murray D. Fredlund
Publisher: John Wiley & Sons
ISBN: 1118280504
Category: Technology & Engineering
Page: 944
View: 7164

Continue Reading →

The definitive guide to unsaturated soil— from theworld's experts on the subject This book builds upon and substantially updates Fredlund andRahardjo's publication, Soil Mechanics for UnsaturatedSoils, the current standard in the field of unsaturated soils.It provides readers with more thorough coverage of the state of theart of unsaturated soil behavior and better reflects the manner inwhich practical unsaturated soil engineering problems are solved.Retaining the fundamental physics of unsaturated soil behaviorpresented in the earlier book, this new publication places greateremphasis on the importance of the "soil-water characteristic curve"in solving practical engineering problems, as well as thequantification of thermal and moisture boundary conditions based onthe use of weather data. Topics covered include: Theory to Practice of Unsaturated Soil Mechanics Nature and Phase Properties of Unsaturated Soil State Variables for Unsaturated Soils Measurement and Estimation of State Variables Soil-Water Characteristic Curves for Unsaturated Soils Ground Surface Moisture Flux Boundary Conditions Theory of Water Flow through Unsaturated Soils Solving Saturated/Unsaturated Water Flow Problems Air Flow through Unsaturated Soils Heat Flow Analysis for Unsaturated Soils Shear Strength of Unsaturated Soils Shear Strength Applications in Plastic and LimitEquilibrium Stress-Deformation Analysis for Unsaturated Soils Solving Stress-Deformation Problems with Unsaturated Soils Compressibility and Pore Pressure Parameters Consolidation and Swelling Processes in Unsaturated Soils Unsaturated Soil Mechanics in Engineering Practice isessential reading for geotechnical engineers, civil engineers, andundergraduate- and graduate-level civil engineering students with afocus on soil mechanics.