Applications of the Theory of Plasticity in Soil Mechanics
Author : Jean Salençon
Publisher : John Wiley & Sons
Page : 184 pages
File Size : 20,38 MB
Release : 1977
Category : Technology & Engineering
ISBN :
Author : Jean Salençon
Publisher : John Wiley & Sons
Page : 184 pages
File Size : 20,38 MB
Release : 1977
Category : Technology & Engineering
ISBN :
Author : J. Salençon
Publisher :
Page : 158 pages
File Size : 43,60 MB
Release : 1974
Category :
ISBN :
Author : J. Salencon
Publisher :
Page : pages
File Size : 32,30 MB
Release : 1977
Category :
ISBN :
Author : Hai-Sui Yu
Publisher : Springer Science & Business Media
Page : 541 pages
File Size : 22,65 MB
Release : 2007-01-11
Category : Science
ISBN : 0387335994
Plasticity and Geotechnics is the first attempt to summarize and present in a single volume the major achievements in the field of plasticity theory for geotechnical materials and its applications to geotechnical analysis and design. The book emerges from the author’s belief that there is an urgent need for the geotechnical and solid mechanics community to have a unified presentation of plasticity theory and its application to geotechnical engineering.
Author : Raymond Nen Yong
Publisher :
Page : 370 pages
File Size : 22,11 MB
Release : 1982
Category : Science
ISBN :
Author : Wai-Fah Chen
Publisher : Elsevier
Page : 653 pages
File Size : 13,32 MB
Release : 2013-07-10
Category : Science
ISBN : 0444601066
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.
Author : Vaughan D. Griffiths
Publisher : Springer
Page : 337 pages
File Size : 35,70 MB
Release : 2014-05-04
Category : Technology & Engineering
ISBN : 3709125782
Through the contributions of well-known scholars, this book provides an updated overview of some relevant developments and applications in this rapidly growing field. Topics include constitutive models for geomaterials, numerical analysis of ground improvement techniques and tunnelling problems.
Author : Mohsen M. Baligh
Publisher :
Page : 228 pages
File Size : 21,71 MB
Release : 1972
Category : Plasticity
ISBN :
Author : William Daniel Liam Finn
Publisher :
Page : 118 pages
File Size : 35,45 MB
Release : 1965
Category : Plasticity
ISBN :
Author : W.F. Chen
Publisher : Elsevier
Page : 492 pages
File Size : 26,4 MB
Release : 2012-12-02
Category : Science
ISBN : 0444598359
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.