This design guide was originally prepared for a short course presented by the author and Kevin M. McNeill, P.E., of D&B Engineering Contractors, Inc., on August 3, 2000, in conjunction with the GeoDenver 2000 Geotechnical Engineering Conference sponsored by the American Society of Civil Engineers. This Fourth Edition is an update of the Third Edition published in June, 2004.
The material presented herein is the result of the author’s experience and knowledge in designing, specifying, installing, inspecting, and monitoring performance of helical piles and tension anchors since 1986. Much of the author’s experience is with helical piles and tension anchors manufactured by Hubbell/Chance. Since 2005, experience has also been with helical piles and helical tension anchors manufactured by International Marketing & Research, Inc. (I.M.R.), Denver, Colorado, U.S.A., under the brand name “HELI-PILE®.” This book is intended to be a practical design and inspection guide/reference for engineers and other foundation professionals. This design guide is the sole work of the author. No guarantee or warranty is expressed or implied by the author or I.M.R. As always, the information presented herein must be coupled with sound engineering judgment.
The author acknowledges the contribution of Mr. Robert L. Jones, Chairman of I.M.R. and D&B Engineering Contractors, Denver. Without Mr. Jones’ assistance, this book would not have been possible. Mr. Jones is one of a select group of serious pioneers of helical pile technology in the world. His foresight has led his companies to the forefront in the field. Mr. Jones was the first in the world to use helical piles for the repair of failed lightly loaded residential foundations constructed on highly expansive clay soils. He is among the first in the world to seriously use helical piles for construction of new foundations of lightly loaded residential structures on highly expansive soils. Subdivisions of homes are now being constructed on helical piles. Multiple-story commercial structures with heavy loads are now constructed on helical screw piles, thanks largely to Mr. Jones’ persistence in showing the engineering and construction community that they work, even over the long haul. It is estimated that in the last 23 years D&B Engineering Contractors has installed nearly 200,000 helical screw piles in the Front Range area of Colorado. As of this writing, no properly designed and installed helical piles installed by D&B have failed. This is a credit to Mr. Jones’ demand for high quality control and his insistence on using correct procedures and materials by knowledgeable engineers and trained installation personnel. Mr. Jones has also been involved in countless helical pile and tension anchor projects throughout the Western United States with his manufacturing and distribution company, I.M.R., Inc.
The author acknowledges the contributions of Dale Jones of D&B Engineering Contractors, Sammy Irvin of Foundation Specialists & Repair, and Jared Dalton, Richard Dalton, and Jim Dalton of Intermountain Helical Piers Corporation, all dedicated specialty helical pile installation contractors whose photographs and drawings of structures founded on helical piles and specialized helical pile installation equipment appear herein.
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The strengthening of reinforced concrete (RC) structures using advanced fibre-reinforced polymer (FRP) composites, and in particular the behaviour of FRP-strengthened RC structures is a topic which has become very popular in recent years. This popularity has arisen due to the need to maintain and upgrade essential infrastructure in all parts of the world, combined with the well-known advantages of FRP composites, such as good corrosion resistance and ease for site handling due to their light weight. The continuous reduction in the material cost of FRP composites has also contributed to their popularity.
While a great amount of research now exists in the published literature on this topic, it is scattered in various journals and conference proceedings. This book therefore provides the first ever comprehensive, state-of-the-art summary of the existing research on FRP strengthening of RC structures, with the emphasis being on structural behaviour and strength models. The main topics covered include:
* Bond behaviour
* Flexural and shear strengthening of beams
* Column strengthening
* Flexural strengthening of slabs.
For each area, the methods of strengthening are discussed, followed by a description of behaviour and failure modes and then the presentation of rational design recommendations, for direct use in practical design of FRP strengthening measures.
Researchers, practicing engineers, code writers and postgraduate students in structural engineering and construction materials, as well as consulting firms, government departments, professional bodies, contracting firms and FRP material suppliers will find this an invaluable resource.
Contents --
Preface.
Notation.
FRP Composites for Strengthening RC Structures.
Bond Strength of FRP-to-concrete Joints.
Flexural Strengthening of Beams.
Shear Strengthening of Beams.
Flexural Strengthening of Slabs.
Strengthening of Axially and Eccentrically Loaded Columns.
Seismic Retrofit of Columns.
Index.
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Authors: Julie A. Bannantine, Jess J. Comer, James L. Handrock
Edition: illustrated
Publisher: Prentice Hall, 1990
ISBN: 013340191X, 9780133401912
Length: 273 pages
Pdf: 14.5 mB Pdf Quality Condition: 7 points (over 10)
The first book to present current methods and techniques of fatigue analysis, with a focus on developing basic skills for selecting appropriate analytical techniques. Contains numerous worked examples, chapter summaries, and problems.
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A step-by-step text on the basic tests performed in soil mechanics, Introduction to Soil Mechanics Laboratory Testing provides procedural aids and elucidates industry standards. It also covers how to properly present data and document results. Containing numerical examples and figures, the information presented is based on American Society for Testing and Materials (ASTM) standards, and US Army Corps of Engineers engineering manuals.
The authors discuss the different methods of in situ field methods and ex situ laboratory methods of soil description and identification. They present equations for the physical properties of soil and laboratory methods of soil classification. They also discuss tests for the interaction of soil and water, and hydraulic conductivity and consolidation. These tests produce information useful in the identification and characterization of soil samples and their engineering behaviors.
A comprehensive resource, the book describes the evaluation of physical properties of soils, including mass, weight, unit weight, and mass density of the soil mass and its component phases. These properties are then expanded to define a number of weight and volumetric relationships. The book also discusses tests used in the evaluation of the density-water content relationships in soils and in the evaluation of the quality of compaction operations. These features and more make this book an excellent guide for testing soils.
This laboratory manual originated from class notes developed for geotechnical engineering classes at Louisiana State University.
These notes were expanded upon by faculty and students in the Department of Civil and Environmental Engineering at Louisiana State University over the last 5 years.
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Offshore Magazine covering key issues; trends relative to offshore technology, oil and gas E&P operations. Oil and gas news for oil exploration, oil sands, oil drilling, offshore oil drilling, drilling rigs, core drilling, offshore oil rigs, oil production, oil and gas conferences.
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CHECKING THE CONDITION AND STRUCTURAL ADEQUACY OF THE JETTY
CHECKING THE CONDITION AND STRUCTURAL ADEQUACY OF THE FINGER JETTY –III More Info:
PowerPoint presentation (24 slides) about concrete repair in seriously damaged finger Jetty.
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This book should be a permanent part of every engineer's baggage, and it will be as valuable to the experienced engineer as to the new recruit. Today's offshore engineer must carry out an enormous range of tasks and so a full appreciation of the industry is an essential prerequisite to success.
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