Limit analysis and soil plasticity /

Devoted to the theory and applications of limit analysis as applied to soil mechanics, this text also contains information on soil plasticity and rock-like material such as concrete.

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Bibliographic Details
Main Authors: Chen, Wai-Fah, 1936-
Corporate Authors: Elsevier Science & Technology.
Published: Elsevier Scientific Pub. Co.,
Publisher Address: Amsterdam ; New York :
Publication Dates: 1975.
Literature type: eBook
Language: English
Series: Developments in geotechnical engineering ; v. 7
Subjects:
Online Access: http://www.sciencedirect.com/science/bookseries/01651250/7
Summary: Devoted to the theory and applications of limit analysis as applied to soil mechanics, this text also contains information on soil plasticity and rock-like material such as concrete.
Carrier Form: 1 online resource (xiv, 638 pages).
Bibliography: Includes bibliographical references (pages 607-629) and index.
Index Number: TA710
CLC: TU43
Contents: Chapter 1. Introduction -- chapter 2. The assumptions and theorems used in limit analysis -- chapter 3. Limit analysis by the upper-bound method -- chapter 4. Limit analysis by the lower-bound method -- chapter 5. Progressive failure of footings -- chapter 6. Bearing capacity of strip footings -- chapter 7. Bearing capacity of square, rectangular and circular footings -- chapter 8. Active and passive earth pressures -- chapter 9. Stability of slopes -- chapter 10. Bearing capacity of concrete blocks or rock -- chapter 11. Double-punch test for tensile strength of concrete, rock and soils -- chapter 12. Soil plasticity -- theory and application.