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Limit Analysis in Soil Mechanics (Developments in Geotechnical Engineering) [Hardcover]

W.F. Chen (Author), X.L. Liu (Author)


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Book Description

January 28, 1991 0444430423 978-0444430427
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.


Editorial Reviews

Review

Limit Analysis in Soil Mechanics is an up-to-date treatment of the subject matter with an extensive list of references at the end of each chapter. The text is well illustrated with figures and incorporates some of the latest research conducted at Purdue University in the area of soil plasticity and finite element analysis. The book emphasizes the practical applications of limit analysis and should serve as a useful and essential reference in soil mechanics.
Bulletin of the Association of Engineering Geologists

Product Details

  • Hardcover: 478 pages
  • Publisher: Elsevier Science (January 28, 1991)
  • Language: English
  • ISBN-10: 0444430423
  • ISBN-13: 978-0444430427
  • Product Dimensions: 9.5 x 6.5 x 1 inches
  • Shipping Weight: 2.3 pounds
  • Amazon Best Sellers Rank: #9,335,942 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:
The main objectives of stress analysis in soil mechanics are to ensure that the soil mass under consideration shall have a suitable factor of safety against ultimate failure or collapse, that it shall meet the service requirements when subjected to its design working load. Read the first page
Key Phrases - Statistically Improbable Phrases (SIPs): (learn more)
seismic lateral earth pressures, most critical sliding surface, resultant lateral pressure, seismic active earth pressure, active earth pressure case, passive earth pressure case, yield acceleration factor, active pressure case, active earth pressure analysis, earth pressure analyses, limit analysis method, plasticity idealization, seismic increment, earth pressure tables, passive earth pressure analysis, nonlinear failure criterion, lateral earth pressure problems, plane failure mechanism, sagging spiral, local slope failure, purely cohesive soil, earth pressure factors, infinite slope failure, rigid retaining structures, incremental external work
Key Phrases - Capitalized Phrases (CAPs): (learn more)
New York, Soil Mech, West Lafayette, Curve Load Factor, Normalized Pressure Intensity, Normalized Slope Angle, Purdue University, John Wiley, Slope Angle of Backfill, School of Civil Engineering, World Conf, The Netherlands, Planar Limiting, Soils Found, Friction Anisotropy Yield, Selected Topics, Soil Found, Bent Hansen, Boston Soc, Council Israel, Limit Rotation, Mechanics of Material Behavior, Pergamon Press, Specialty Conf
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