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Drilled Shaft In Rock Analysis And Design
Taylor&Francis Group plc
2004
ISBN: 9058096505
443 pages
PDF 12.2MB
Drilled shafts in rock are widely used as foundations of heavy structures such as highway bridges and tall buildings. Although much has been learned about the analysis and design of drilled shafts in rock, all the major findings are published in the form of reports and articles in technical journals and conference proceedings. This book is the first to present and summarize the latest information in one volume, highlighting for the reader the principle differences between foundations in soil, and foundations in rock masses containing discontinuities. This book presents methods for characterizing discontinuities in jointed rock masses, and considering their effects on the behaviour of drilled shafts. A valuable tool for practitioners in geological engineering, rock mechanics and foundation engineering.
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Clarity of topics and over 160 solved examples make this a complete text for students and professionals. The information and modern analysis gathered in each chapter offer more than any other single book written on the same area. Examples demonstrate applications, stimulate problem-solving learning, and facilitate self-teaching. The structure of the book makes it possible to be used in two-, three-, and four-year courses. New and advanced topics go beyond the standard course in soil mechanics. New material includes updated methods in soil reinforced by geosynthetics, different methods of reinforcement analysis in retaining walls, stability of slopes, and bearing capacity of foundations.
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Linear and non linear numerical analysis of foundations
John W. John W. Bull "Linear and non linear numerical analysis of foundations"
Taylor & Francis | English | 2009-03-12 | ISBN: 0415420504 | 452 pages | PDF | 6,1 MB
The correct understanding, design and analysis of foundations that support structures are fundamental to the safety of those structures. Witness the leaning tower of Pisa, which if built a short distance from its present location would have remained upright and just have been another safe structure. Linear and non linear numerical analysis of foundations provides a review of state of the art techniques for modelling foundations using both linear and non linear numerical analysis. The book considers foundations as they affect a range of infrastructure, civil engineering and structural engineering projects.The topics covered include: ground vibrations caused by trains moving over elevated bridges with pile foundations; pile-group effect; bearing capacity of shallow foundations under static and seismic conditions; development of bucket foundation technology for Offshore Oilfields; effects of seismically induced liquefaction in earth embankment foundations; free vibrations of industrial chimneys and TV towers with flexibility of the soil; seismic analysis of pile foundations in liquefying soil; settlements of high rise structures; seepage, stress fields and dynamic responses in dams; and, site investigations. Academic, design and contracting experts contribute their expertise on the latest advances in linear and non linear numerical analysis of foundations. The contributions from these world experts will allow designers, engineers, architects, researchers and clients to understand some of the advanced numerical techniques used in the analysis and design of foundations and to guide them into safer and longer lasting structural foundations.
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Posted by: jagur - 08-17-2009, 07:40 AM - Forum: Archive
- No Replies
I need this book for my study.
Please share PCA NOTES ON 318-08 Building Code Requirements for Structural Concrete with Design Applications,
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info:
I was looking for this software since long time, finally got it. Thought of sharing with all.
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Dear Admin,
I like your new website very much? especially the forum give more information. could doublicate it into our language under special agreement among us? reply please.
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CONCRETE SLABS DESIGNED WITH FINITE ELEMENT METHODS
Master's thesis
Author: Ola Enochsson and Peter Dufvenberg
Pages: 159
PDF 2.0 MB
Abstract:
Powerful numerical calculation methods like the finite element method are not recommended in design handbooks for design of slabs, In contrary, its distribution of reinforcement is considered to be unsuitable for practical use, see e.g. Hillerborg. Most FE-programs are also more adapted for analyses than for design.
the thesis main objectives were to:
1.- Propose a method to deal with the in FE-analyses common problem of extreme value of moments in centre of interior columns/walls in flat slab floors
2.- Verify FEM-design's crack analysis and calculated effects of action and required reinforcement.
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