MITIGATION OF ELEPHANT-FOOT BULGE FORMATION IN SEISMICALLY-EXCITED STEEL STORAGE TANKS
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~ Designed to give engineers a crash course in all aspects of modern geotechnical and foundation engineering
~ Takes readers step-by-step through the typical process of a design project--from proposal-writing to the final preparation of the "as built" report
~ Includes numerous visual aids: photographs, charts, tables, and more than 350 illustrations
From the Back Cover :
Improve your engineering design potential by mastering the practical aspects of modern geotechnical and foundation engineering. This book takes you step by step through the typical process of a design project--from the initial writing of a proposal for engineering services to the final preparation of the "as built" report upon completion of the project. This easy-to-understand reference places special emphasis of the visual aspects of geotechnical and foundation engineering, while minimizing the use of complex and theoretical analyses. Included are lots of photographs, figures, charts, and tables that show you exactly how today's design and construction methods and procedures are actually applied. You'll get the expertise required to: develop a complete program of geotechnical investigation; deal with geotechnical field and laboratory studies; analyze geotechnical data and engineering computations; carry out an engineering evaluation of construction; prepare and evaluate geotechnical reports. Whether you're an engineer or construction professional, this guide will give you the full range of methods, visual aids, examples, and simplified equations and calculations needed to handle any geotechnical project with complete confidence! Get detailed coverage of all major geotechnical and foundation topics: proposals; field exploration; laboratory testing; settlement of structures; bearing capacity; expansive soil; slope stability; earthquakes; erosion; deterioration; unusual soil; retaining walls; groundwater and moisture migration; grading; constructions services; reports.
About the Author :
Robert W. Day (San Diego, CA) has published over 200 papers, as is currently active on various committees with ASCE, ASTM, Tranportation Research Board, and received a design award from AIA. After completing his Bachelors and Masters degrees in Civil Engineering at Villanova specializing in Structural Engineering, he completed his masters in Civil Engineering and Engineer Degree at MIT.
Users Reviews :
1. I have examined the book and find it to be an excellent book for learning the practical aspects of geotechnical engineering. The author is uptodate and thorough, yet he explains in a very down-to-earth style, by photographs and numerical examples, some very real engineering problems a geotechnical engineer is likely to face in practice.
2. I took this book in with me for the PE exam and it helped me get about 10 problems right. There are tons of examples and problems with solutions in this book. I regret not taking the geotechnical section of the PE exam.
3. Reasonably well rounded book (at a reasonably good price!) illustrating the practical aspects of geotechnical engineering. Concepts are explained in good detail and solved problems are helpful in promoting understanding. Essentially, a good book to start out your tech library, but too general in nature to be considered for a "reference text". For that, you might rely on books by Terzaghi, Peck, Thornburn, Bowles, Fang, etc.
Note : It's a Google ripped copy. Many pages are missing. I'll try to get the complete copy, either scanner or a printable version.
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Fundamental Considerations For The Finite Element Analysis Of Shell Structures
Author: D. Chapellet and K. J. Bathe | Size: 1.75 MB | Format:PDF | Quality:Original preprint | Publisher: Computers & Structures, Elsevier Science Ltd. | Year: 1997 | pages: 18
Abstract :-
The objective in this paper is to present fundamental considerations regarding the finite element analysis of shell structures. First, we review some well-known results regarding the asymptotic behaviour of a shell mathematical model. When the thickness becomes small, the shell behaviour falls into one of two dramatically different categories; namely, the membrane-dominated and bending-dominated cases. The shell geometry and boundary conditions decide into which category the shell structure falls, and a seemingly small change in these conditions can result into a change of category and hence into a drama.tically different shell behaviour.
An effective finite element scheme should be applicable to both categories of shell behaviour and the rate of convergence in either case should be optimal and independent of the shell thickness. Such a finite element scheme is difficult to achieve but it is important that existing procedures be analysed and measured with due regard to these considerations. To this end, we present theoretical considerations and we propose appropriate shell analysis test cases for numerical evaluations.
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Author: U. S. Army Engineer Waterways Experiment Station & Staff of the Embankment and Foundation Branch, Soils Division, WES | Size: 10.7 MB | Format:PDF | Quality:Original preprint | Publisher: OFFICE OF THE CHIEF OF ENGINEERS, WASHINGTON, D.C | Year: 1990 | pages: 407
This manual presents recommended testing procedures for making determinations of the soil properties to be used in the design of civil works projects. It is not intended to be a t ext book on soils testing or to supplant the judgment of design engineers i n specifying procedures to satisfy the requirements of a particular project.
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APPLIED CLAY MINERALOGY Occurrences, Processing and Application of Kaolins, Bentonites, Palygorskite- Sepiolite, and Common Clays
CONTENTS :
Preface
Chapter 1. Introduction
Chapter 2. Structure and Composition of the Clay Minerals and their Physical and Chemical Properties
Chapter 3. Geology and Location of Major Industrial Clay Deposits
Chapter 4. Exploration, Mining, and Processing
Chapter 5. Kaolin Applications
Chapter 6. Bentonite Applications
Chapter 7. Palygorskite and Sepiolite Applications
Chapter 8. Common Clays
Appendix A. Commonly Used Tests and Procedures for Evaluating Kaolin Samples
Appendix B. Common Tests for Evaluation of Ball Clay Samples
Appendix C. Commonly Used Tests to Evaluate Bentonite Samples
Appendix D. Palygorskite–Sepiolite Laboratory Tests
Subject Index
Introduction :
Clays and clay minerals are very important industrial minerals. There are well over one hundred documented industrial applications of clay materials. Clays are utilized in the process industries, in agricultural applications, in engineering and construction applications, in environmental remediations, in geology, and in many other miscellaneous applications. This book is an assimilation of the major and minor uses of clays and clay minerals and explains why an understanding of the structure and physical and chemical attributes of the individual clay minerals are so important. Clay is an abundant raw material which has an amazing variety of uses and properties that are largely dependent on their mineral structure and composition. Other than the clay structure and composition, there are several additional factors which are important in determining the properties and applications of a clay. These are the non-clay mineral composition, the presence of organic material, the type and amount of exchangeable ions and soluble salts, and the texture (Grim, 1950).
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Dear CivilEAns,
May a concerned CivilEAn, upload the above mentioned UK NA for wind actions for the forum's consumption.
Thanks go out to all those who have endeavoured to help out.
This book introduces the basic ideas for building discontinuous Galerkin methods and, at the same time, incorporates several recent mathematical developments. It is to a large extent self-contained and is intended for graduate students and researchers in numerical analysis. The material covers a wide range of model problems, both steady and unsteady, elaborating from advection-reaction and diffusion problems up to the Navier-Stokes equations and Friedrichs' systems. Both finite-element and finite-volume viewpoints are utilized to convey the main ideas underlying the design of the approximation. The analysis is presented in a rigorous mathematical setting where discrete counterparts of the key properties of the continuous problem are identified. The framework encompasses fairly general meshes regarding element shapes and hanging nodes. Salient implementation issues are also addressed.
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Eurocode 3, Part 1.3, Supplementary rules for cold formed members and sheeting (EN 1993-1-3:2004) has been published. This standard replaces pre-standard ENV 1993-1-3:1996 and contains updates and revisions to the pre-standard ENV 1993-1-3.
ECCS has published document No. 114 Preliminary worked examples according to Eurocode 3 Part 1.3 (2000) prepared by ECCS TC 7 using the pre-standard ENV 1993-1-3. The original aim was to check the applicability and accuracy of the pre-standard and assist the practical use of the provisions.
This new publication replaces ECCS document No. 114. The examples have been updated following the provisions given in EN 1993-1-3. Some new examples have been also included. These examples show applicability of design provisions in EN 1993-1-3 in practice. They also help in interpretation of the guidance given in the code.
Chapter 2 contains examples related to one industrial building. Different aspects related to the design of structural components have been included.
-Example A: Roof sheeting
-Example B: Liner trays
-Example C: Purlins
-Example D: Portal frames
-Example E: End wall and wind bracing
Chapter 3 contains additional examples for specific structural elements or features of EN 1993-1-3, which are included to assist in practical use of the provision.
-Example F: C-section in compression and bending about axis of symmetry
-Example G. U-section in bending and compression
-Example H: C-section in compression
-Example I: Hat section upper chord of lattice girder
-Example J: Sheeting with stiffeners in flange and web
-Example K: Inelastic reserve of sheeting
-Example L: Double C-section as end column
The calculations are based on the provisions of EN 1993-1-3. Also parts EN 1993-1-5 and EN 1993-1-1 are required in the calculations. In some cases engineering judgement has been followed. If other methods in addition to Eurocode 3 have been used it has been clearly noted in the examples.
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Mathematical Aspects of Discontinuous Galerkin Methods
Author: Daniele Antonio Di Pietro and Alexandre Ern | Size: n/a MB | Format:PDF | Quality:Unspecified | Publisher: Springer | Year: 2012 | pages: 401
This book introduces the basic ideas to build discontinuous Galerkin methods and, at the same time, incorporates several recent mathematical developments. The presentation is to a large extent self-contained and is intended for graduate students and researchers in numerical analysis. The material covers a wide range of model problems, both steady and unsteady, elaborating from advection-reaction and diffusion problems up to the Navier-Stokes equations and Friedrichs' systems. Both finite element and finite volume viewpoints are exploited to convey the main ideas underlying the design of the approximation. The analysis is presented in a rigorous mathematical setting where discrete counterparts of the key properties of the continuous problem are identified. The framework encompasses fairly general meshes regarding element shapes and hanging nodes. Salient implementation issues are also addressed.
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