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Soil Plasticity: Theory and Implementation (Developments in Geotechnical Engineering)
 
 
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Soil Plasticity: Theory and Implementation (Developments in Geotechnical Engineering) [Hardcover]

W.F. Chen (Author), G.Y. Baladi (Author)


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Book Description

0444424555 978-0444424556 November 15, 1985
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.


Product Details

  • Hardcover: 234 pages
  • Publisher: Elsevier Science (November 15, 1985)
  • Language: English
  • ISBN-10: 0444424555
  • ISBN-13: 978-0444424556
  • Product Dimensions: 12 x 7.2 x 1.2 inches
  • Shipping Weight: 1.5 pounds
  • Amazon Best Sellers Rank: #5,123,386 in Books (See Top 100 in Books)

More About the Author

Dr. Wai-Fah Chen -- A well-respected leader in the field of plasticity, structural stability, and structural steel design over the past half-century, he has made major contributions to introduce the mathematical theory of plasticity to civil engineering practice, especially in the application of limit analysis methods to the geotechnical engineering field. Having headed the engineering departments at the University of Hawaii and Purdue University, Chen is a widely cited author and the recipient of several national engineering awards, including the 1990 Shortridge Hardesty Award from the American Society of Civil Engineers and the 2003 Lifetime Achievement Award from the American Institute of Steel Construction.

W. F. Chen, Ph.D. Brown University, Member of U.S. National Academy of Engineering and Member of Taiwan National Academy of Science ( Academia Sinica), formerly Distinguished Professor of Civil Engineering at Purdue University and Dean of Engineering at University of Hawaii. He is currently a Research Professor of Civil Engineering at UH.

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Inside This Book (learn more)
First Sentence:
For purposes of generalization, symbolic forms of the equations, using index notation and summation convention, have been used. Read the first page
Key Phrases - Statistically Improbable Phrases (SIPs): (learn more)
plastic strain increment tensor, undrained triaxial test condition, variable moduli models, ultimate failure envelope, stress deviation tensor, elliptic cap, stress increment tensor, isotropic consolidation test, effective mean normal stress, nested yield surfaces, triaxial test conditions, limit analysis method, plastic volumetric strain, hypoelastic models, octahedral shear strain, earth pressure problems, elastic trial, uniaxial strain condition, elastic bulk modulus, model subroutine, soil plasticity, principal stress space, cap model, effective stress path, envelope portion
Key Phrases - Capitalized Phrases (CAPs): (learn more)
New York, John Wiley, Army Engineer Waterways Experiment Station, Soil Mech, Advantages Limitations, Cambridge University, Purdue University, Reinforced Concrete, Solids Struct, Mechanics of Engineering Materials, Mechanics of Geomaterials, Mechanics of Material Behavior, Methods Eng, School of Civil Engineering, Solid Mech, Structural Mechanics, West Lafayette
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