1. ”Explicit Stresses under Rectangular Footings.”
Journal of Geotechnical Engineering
by R. Irles1 and F. Irles2
Volume 120, Issue 2 (February 1994) pages 444–450.
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2. Stresses from linearly distributed pressures over rectangular areas
By Halil Murat Algin†
nternational Journal for Numerical and Analytical Methods in Geomechanics
Volume 24, Issue 8, pages 681–692, July 2000
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3.) Algin, H. M. (2007). “Practical formula for dimensioning a rectangular
footing.” Eng. Structures, 29(6), 1128–1134.
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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 –473
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5) Gurfinkel, G. (1970). “Analysis of footings subjected to biaxial bending.”
J. Struct. Div., 96(6), 1049–1059.
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6) Hackman, M. (1977). “Bearing pressures on bridge footings.” Civil. Eng., 11,
37–39.
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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 – 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 years’ 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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Article/eBook Full Name: International Case Studies in Asset Management
Author(s): Chris Lloyd
Edition: 1st
Publish Date: 2012
ISBN: 0727757393
Published By: Thomas Telford Publishing
Related Links:
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Article/eBook Full Name: Asset Management: Whole Life Management
Author(s): Chris Lloyd
Edition: 1st
Publish Date: 2009
ISBN: 0727736531
Published By: Thomas Telford Publishing
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Dear Admin, and our great forum staff
after greeting
can we open new two sections under structural books forum ??
1- light gauge structural framing system
2- tensile structures
already we have an individual special section ( Bridges ) - and the two mentioned type of structures are used now in a wide rang
also parallel with that I hope the same doing for the related software
thanks in advance
mowafi3m
18th International Conference on Soil Mechanics and Geotechnical Engineering
Author: Pierre Delage, Jacques Desrues, Roger Frank, Alain Puech, François schlosser | Size: 863 MB | Format:PDF | Quality:Original preprint | Publisher: Presses des Ponts | Year: 2013 | pages: 3504
The French Society for Soil Mechanics and Geotechnical Engineering (CFMS) is most happy to host the 18th International Conference on Soil Mechanics and Geotechnical Engineering (18th ICSMGE) in Paris, France, from Monday 2 to Friday 6 September 2013.
The main theme of the Conference is “Challenges and Innovations in Geotechnics”.
The Conference will take place at the Paris International Conference Centre (Palais des Congrès) located at Porte Maillot, 1km West of the Arch of Triumph, very near the Champs-Elysées Avenue and the historical centre of Paris.
CFMS will do its best to organize a very successful conference and to offer to the delegates and accompanying persons an exciting and pleasant stay in Paris.
In agreement with ISSMGE President's vision for strengthening the role of the Technical Committees (TCs), the 18th ICSMGE Paris 2013 will have a new format.
As indicated in the preliminary program the two first days (Monday 2 and Tuesday 3 September), devoted to plenary sessions, will include the Terzaghi Oration by Suzanne Lacasse, as well as 7 ISSMGE Honour lectures proposed by the TCs (See Program/Hounour Lectures).
The two following days (Wednesday 4 and Thursday 5 September), devoted to parallel sessions, will include the Discussion Sessions and the Workshops.
The Discussion Sessions are meant to discuss the papers sent to the Conference. It is planned to have 28 Discussion Sessions in total (of 1 ½ hour each with 1 General Report and the presentation of 6 selected papers). They will be managed by the TCs according to their subject area (see Program/Discussion Sessions).
The Workshops will have a free format. They correspond to requests made by the TCs themselves (it is anticipated to have some 20 such Workshops).
The technical visits, as well as other activities, will be organised on the last day (Friday 6 September).
More than 770 papers have been received from 70 Member Societies.
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