This European Standard defines the recommended terminology covering scientific, and technical terms, test methods, products, and the classification of Natural Stones.
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Author: John Provis (Editor), Jannie van Deventer (Editor) | Size: 7.04 MB | Format:PDF | Quality:Original preprint | Publisher: Springer | Year: 2014 | pages: 396 | ISBN: ISBN 978-94-007-7672-2
This is a State of the Art Report resulting from the work of RILEM Technical Committee 224-AAM in the period 2007-2013. The Report summarises research to date in the area of alkali-activated binders and concretes, with a particular focus on the following areas: binder design and characterisation, durability testing, commercialisation, standardisation, and providing a historical context for this rapidly-growing research field.
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what are the famous car parking building ?
what is the advantage and disadvantage ?
How i can avoided problem when i design or build a car parking structural ?
Steel Structures Design and Behavior by, Salmon, Johnson and Malhas Fifth Edition
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Title: Self-Restraining Shrinkage Ultra-High-Performance Concrete: Mechanisms and Evidence
Document Name: 110-M31
Author(s): Ahmed M. Soliman and Moncef L. Nehdi
Publication: Materials Journal
Volume: 110
Issue: 4
Pages: 355-364
Keywords: autogenous; hydrated skeleton; passive internal restraint; shrinkage.
Date: July 1, 2013
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You can download the AZERBAIJAN Seismic Code AzDTN from following link.
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Ersin
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Limit Analysis and Soil Plasticity (Developments in Geotechnical Engineering)
The exceeding well-written treatise can serve not only as a valuable reference work on the use of limit analysis in soil mechanics, but also as an excellent text on limit analysis in general.
-W. Prager, Applied Mechanics
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. The first part of the book describes the techniques of limit analysis in detail and are illustrated by many examples. The second part deals with the applications of limit analysis to 'classical soil mechanics problems' and the third part presents advances on bearing capacity problems of concrete blocks or rock. The final part discusses the modern development of the theory of soil plasticity.
An unabridged J. Ross Publishing republication of the edition published by Elsevier Scientific Publishing Co., Amsterdam, 1975, 638pp.
Content:
Chapter 1 - Introduction
Pages 1-14
Chapter 2 - The Assumptions and Theorems Used in Limit Analysis
Pages 15-45
Chapter 3 - Limit Analysis by the Upper-Bound Method
Pages 47-106
Chapter 4 - Limit Analysis by the Lower-Bound Method
Pages 107-167
Chapter 5 - Progressive Failure of Footings
Pages 169-210
Chapter 6 - Bearing Capacity of Strip Footings
Pages 211-294
Chapter 7 - Bearing Capacity of Square, Rectangular and Circular Footings
Pages 295-340
Chapter 8 - Active and Passive Earth Pressures
Pages 341-398
Chapter 9 - Stability of Slopes
Pages 399-445
Chapter 10 - Bearing Capacity of Concrete Blocks or Rock
Pages 447-500
Chapter 11 - Double-Punch Test for Tensile Strength of Concrete, Rock and Soils Pages 501-541
Chapter 12 - Soil Plasticity – Theory and Application Pages 543-605
References Pages 607-629
Author Index Pages 631-633
Subject Index Pages 634-638
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