Description.
A core text for one-semester, undergraduate/graduate-level courses in Soil Mechanics and a supplement for courses in Geotechnical Engineering.
Innovative in perspective, this text offers a modern approach to basic experimental techniques for the determination of soil properties. It contains more than twenty hands-on laboratory experiments. Spreadsheet programs are included for data processing and graphical results
Features.
+ Focuses on the experimental techniques of soil mechanics -- and the basic principles underlying the techniques.
+ Considers recent developments in experimental techniques as well as standard testing procedures.
+ Contains a progressive series of twenty-two experiments. Provides for each:
-Theory
-Equipment
-Experimental procedures (illustrated with photos and illustrations)
-Data processing
-Review questions and exercises
+ Modernizes the processing of experimental data with spreadsheets on personal computers.
-Includes a floppy disk (Microsoft Excel for Windows and MAC platforms) with examples of processed experimental data sets.
-Offers several unprocessed data sets (in exercises) of laboratory experiments).
+ Gives typical values of soil properties and empirical correlations to compare with classroom or laboratory results.
+ Provides suggestions for preparing organized laboratory reports.
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Hardcover: 592 pages
Publisher: Prentice-Hall of India Pvt.Ltd (Mar 30 2005)
Language: English
ISBN-10: 8120326520
ISBN-13: 978-8120326521
Foundation Engineering is of prime importance to undergraduate and postgraduate students of civil engineering as well as to practising engineers. For, there is no construction - be it buildings (government, commercial and residential), bridges, highways, or dams - that does not draw from the principles and application of this subject. Unlike many textbooks on Geotechnical Engineering that deal with both Soil Mechanics and Foundation Engineering, this text gives an exclusive treatment and an indepth analysis of Foundation Engineering.
What distinguishes the text is that it not merely equips the students with the necessary knowledge for the course and examination, but provides a solid foundation for further practice in their profession later. In addition, as the book is based on the Codes prescribed by the Bureau of Indian Standards, students of Indian universities will find it particularly useful.
The author is specialized in both Soil Mechanics and Structural Engineering; he studied Soil Mechanics under the guidance of Prof. Terzaghi and Prof. Casagrande of Harvard University - the pioneers of the subject. Similarly, he studied Structural Engineering under Prof. A.L.L. Baker of Imperial College, London, the pioneer of Limit State Design. These specializations coupled with over 50 years of teaching experience of the author make this text authoritative and exhaustive.
Intended as a text for undergraduate (Civil Engineering) and postgraduate (Geotechnical Engineering and Structural Engineering) students, the book would also be found highly useful to practising engineers and young academics teaching the course.
this is my first post and i m posting IRC codes.
hope will b helpful.
Kevin
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Bischoff, P. H. (2005), “Reevaluation of Deflection Prediction for Concrete Beams Reinforced with Steel and Fiber Reinforced Polymer Bars”, Journal of Structural Engineering, ASCE, Vol. 131, No. 5, pp. 752-762.
Bischoff, P. H. (2007), “Rational Model for Calculating Deflection of Reinforced Concrete Beams and Slabs”, Canadian Journal of Civil Engineering, Vol. 34, No. 8, pp. 992-1002.
Bischoff, P. H. and Scanlon, A. (2007), “Effective Moment of Inertia for Calculating Deflections of Concrete Members Containing Steel Reinforcement and Fiber-Reinforced Polymer Reinforcement”, ACI Structural Journal, Vol. 104, No. 1, pp. 68-75.
Book: Theory of Elasticity (Foundations of Engineering Mechanics)
Author: A. I. Lurie, A. I. Lure, Alexander K. Belyaev
ISBN: 3540245561
ISBN-13: 9783540245568, 978-3540245568
Binding: Hardcover
Publishing Date: May 2005
Publisher: Springer
Edition: 1st
Language: English
1076 Pages
PDF Format
This invaluable treatise belongs to the cultural heritage of mechanics. It is an encyclopaedia of the classic and analytic approaches of continuum mechanics and of many domains of natural science. The book is unique also because an imive number of methods and approaches it displays have been worked out by the author himself. In particular, this implies a full consistency of notation, ideas and mathematical apparatus which results in a unified approach to a broad class of problems. The book is of great interest for engineers who will find a lot of analytical formulae for very different problems covering nearly all aspects of the elastic behavior of materials. In particular, it fills the gap between the well-developed numerical methods and sophisticated methods of elasticity theory. It is also intended for researchers and students taking their first steps in continuum mechanics as it offers a carefully written and logically substantiated basis of both linear and nonlinear continuum mechanics.
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Dendrochronology and wood anatomy developed for decades as two independent scientific fields. It was only in the last decade that it was made clear that the dimension of time is the fourth dimension for both sciences and that it was demonstrated that wood anatomy and dendrochronology are perfect partners.
The main aim of this book is to show the hidden ecological richness in stems and roots from trees, shrubs and herbs. It should encourage researchers to consider the anatomic microcosm of wood plants and use it as a retrospective source of information, solving problems related to ecophysiology, competition, site conditions, population biology, earth science, wood quality and even human history.
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To avoid catastrophic failure or collapse (brittle collapse), it is required that the hinges (at the plastic stage) form on the beams, rather than on the columns. For this reason, the codes required the designers to provide a margin of security on the strength of the column over that of the beam. Having this in mind, is there a situation in which it is justified to provide a beam of dimension greater than that of the column (say a beam of 500mm x 1200mm which is to be supported on columns of dimension 500mm x 500mm, assuming that the beam is continuous with the column)? Again, how do we meet-up with this requirement (I mean, what calculations do we have to carry out as to provide this margin of security between the beam and the column)?
Regards
Teddy
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IMPORTANT NOTICE: You may use this software for evaluation purposes only.
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