This book deals in a modern manner with a family of named problems from an old and mature subject, classical elasticity. These problems are formulated over either a half or the whole of a linearly elastic and isotropic two- or three-dimensional space, subject to loads concentrated at points or lines. The discussion of each problem begins with a careful examination of the prevailing symmetries, and proceeds with inverting the canonical order, in that it moves from a search for balanced stress fields to the associated strain and displacement fields.
The book, although slim, is fairly well self-contained; the only prerequisite is a reasonable familiarity with linear algebra (in particular, manipulation of vectors and tensors) and with the usual differential operators of mathematical physics (gradient, divergence, curl, and Laplacian); the few nonstandard notions are introduced with care. Support material for all parts of the book is found in the final Appendix.
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A Case study by the students in Baroda University of the distress and eventual collapse of a building in the city of Baroda, india.
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1. βExplicit Stresses under Rectangular Footings.β
Journal of Geotechnical Engineering
by R. Irles1 and F. Irles2
Volume 120, Issue 2 (February 1994) pages 444β450.
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2. Stresses from linearly distributed pressures over rectangular areas
By Halil Murat Alginβ
nternational Journal for Numerical and Analytical Methods in Geomechanics
Volume 24, Issue 8, pages 681β692, July 2000
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3.) Algin, H. M. (2007). βPractical formula for dimensioning a rectangular
footing.β Eng. Structures, 29(6), 1128β1134.
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4) FOUNDATION PRESSURES BENEATH RECTANGULAR FOOTINGS. TECHNICAL NOTE..
Author: A CSENKI
Source: ICE Proceedings, Volume 83, Issue 2, 01 June 1987 , pages 465 β473
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5) Gurfinkel, G. (1970). βAnalysis of footings subjected to biaxial bending.β
J. Struct. Div., 96(6), 1049β1059.
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6) Hackman, M. (1977). βBearing pressures on bridge footings.β Civil. Eng., 11,
37β39.
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7) Dimensioning Footings Subjected to Eccentric Loads
William H. Highter, M. ASCE1; and John C. Anders2
Journal of Geotechnical Engineering
Volume 111, Issue 5 (May 1985)
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I'll be greatly indebted to anyone who can share these papers with me .These paper are very important piece of technical literature , please share . I 'll be extremely thankfull and greatfull to anyone who can help me with them
Deformable solids have a particularly complex character; mathematical modeling is not always simple and often leads to inextricable difficulties of computation. One of the simplest mathematical models and, at the same time, the most used model, is that of the elastic body β especially the linear one. But, notwithstanding its simplicity, even this model of a real body may lead to great difficulties of computation.
The practical importance of a work about the theory of elasticity, which is also an introduction to the mechanics of deformable solids, consists of the use of scientific methods of computation in a domain in which simplified methods are still used.
This treatise takes into account the consideration made above, with special attention to the theoretical study of the state of strain and stress of a deformable solid. The book draws on the known specialized literature, as well as the original results of the author and his 50+ years experience as Professor of Mechanics and Elasticity at the University of Bucharest. The construction of mathematical models is made by treating geometry and kinematics of deformation, mechanics of stresses and constitutive laws. Elastic, plastic and viscous properties are thus put in evidence and the corresponding theories are developed. Space problems are treated and various particular cases are taken into consideration. New solutions for boundary value problems of finite and infinite domains are given and a general theory of concentrated loads is built. Anisotropic and non-homogeneous bodies are studied as well. Cosserat type bodies are also modeled. The connection with thermal and viscous phenomena will be considered too.
Audience: researchers in applied mathematics, mechanical and civil engineering.
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The recent earthquake disasters in Japan and a series of other disasters in the world have highlighted again the need for more reliable geotechnical prediction and better methods for geotechnical design and in particular dealing with geohazards. This book provides a timely review and summaries of the recent advances in theories, analyses and methods for geotechnical predictions and the most up-to-date practices in geotechnical engineering and particularly in dealing with geohazards. A special section on the geotechnical aspects of the recent Tohoku earthquake disaster in Japan is also presented in this book.
Key Features: This book is written by a group of internationally renowned researchers and practioners to honour and mark the 40 yearsβ contribution of one of the greatest educators, researchers and engineers in the world, Professor Hideki Ohta, to geotechnical engineering. Professor Ohta is presently professor at Chou University after his retirement from Tokyo Institute of Technology, Japan. The book provides some first-hand information on the 2011 Tohuko earthquake disasters in Japan, the most recent update on the theories and methods for geotechnical analyses and predictions, and the latest methods and practices in geotechnical engineering, in particular, dealing with geotechnical hazard. It is a rare occasion for some 30 plus international authorities to write on their best topic that they have been working on for years. The book is a must-have collection for any libraries and professionals in geotechnical engineering.
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