Author: M. S. Troitsky | Size: 25 MB | Format:PDF | Quality:Scanner | Publisher: Lincoln Arc Welding Foundation | Year: 1967 | pages: 240 | ISBN: n.a.
1st edition of this classic book on steel orthotropic bridge decks, still very useful for the preliminary sizing of the relevant structural members.
Note: chapters before Chapter 4 were not available although they should only be focused on the historical development of the design and construction of orthtropic deck steel bridges.
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Author: Russell C. Hibbeler | Size: 190 MB | Format:PDF | Quality:Unspecified | Publisher: Prentice Hall | Year: 2014 | pages: 931 | ISBN: 0132777622 ISBN13: 9780132777629
Fluid Mechanics is intended for use in Fluid Mechanics courses found in Civil and Environmental, General Engineering, and Engineering Technology and Industrial Management departments. It is also serves as a suitable reference and introduction to Fluid Mechanics principles.
Fluid Mechanics provides a comprehensive and well-illustrated introduction to the theory and application of Fluid Mechanics. The text presents a commitment to the development of student problem-solving skills and features many of the same pedagogical aids unique to Hibbeler texts.
MasteringEngineering for Fluid Mechanics is a total learning package that is designed to improve results through personalized learning. This innovative online program emulates the instructor’s office–hour environment, guiding students through engineering concepts from Fluid Mechanics with self-paced individualized coaching.
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I HAVE CREATED THIS THREAD FOR WHOEVER HAVE VIDEOS RELATED TO THE "METHODS OF GUARDING AND STABILIZING THE EXCAVATION EMBANKMENTS AND SUPPORTING THE SURROUNDING BUILDINGS OF THE CONSTRUCTION FIELD AGAINST FALLING DOWN AND COLLAPSE OR CAVE-IN EXCAVATION" TO SHARE WITH OTHERS.
GUARDING DEEP EXCAVATIONS VIDEO:
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One of the most comprehensive treatise on the mechanics of continuous and jointed rock masses with an emphasis to the applications of the design principles and methods, as explained throughout the text, to real cases concerning the execution of large rock excavation works.
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Article/eBook Full Name: Flow Around Circular Cylinders Volume 1: Fundamentals
Author(s): M. M. Zdravkovich
Edition: 1
Publish Date: 2002
ISBN: 0198565615
Published By: Oxford University Press
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Article/eBook Full Name: Flow Around Circular Cylinders Volume 1: Fundamentals
Author(s): M. M. Zdravkovich
Edition: 1
Publish Date: 1997
ISBN: 0198563965
Published By: Oxford University Press
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Until a few years ago, hydropower, road tunneling and mining were the main fields interested in rock mechanics. Now, however, rock mechanics is becoming increasingly important in many more branches - the most significant globally being the disposal of hazardous, especially radiaoctive, waste in deeply located repositories. This has raised a number of new aspects on the mechanical behaviour of large rock masses hosting repositories and of smaller rock elements forming the nearfield of tunnels and boreholes with waste containers. The geological background and above all rock structure form the basis of this book. The structural scheme proposed is referred to explain the scale-dependent behaviour of rock. Thus, the reason for differences in strength and strain properties of different types and volumes of rocks is shown in a very clear fasion, using simple material models and very basic numerical models.
The author's academic background in both geology and soil and rock mechanics and his long experience in practical design and construction work has led to an unusually pedagogic way of dealing with the subject. The book is intended for use by consultants in engineering geology and waste disposal and by students of these subjects. However, engineers and geologists with a limited background in stress/strain and fracture theory and computer-based calculation methods will also find the book attractive.
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Consideration of the assumptions made in Terzaghi's theory of consolidation indicates that a main source of error is in the assumed rheological behaviour of the soil skeleton. Based on the Terzaghi-Taylor concept of secondary consolidation a more natural non-linear rheological model is proposed and an approximate finite difference solution obtained using a digital computer. This solution, obtained in dimensionless form, emphasizcs the continuous nature of the consolidation process and indicates errors involved in arbitrary divisions into primary and secondary stages. The amount of secondary compression is shown to be strongly dependent on the thickness of the sample and on the pressure increment ratio, but the solution provides a simple method of accounting for this in the extrapolation of settlementtime data obtained in laboratory tests to the field scale.
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This book sheds light on how the modern 3-bladed wind turbine came into being, and who, how and what in the proceeding period caused the success. It looks back over three decades to find the roots of this exciting development, a long cavalcade of developers, inventors, and manufacturers including the Danish authors who themselves were part of the breakthrough. Written for non-specialists, the book covers minimal science, emphasizing the story of how wind power became a worldwide 30-billion-euro business employing nearly one million people.
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