Hi all
Someone managed to shape, and perform a complete analysis of a dual structure, brick and reinforced concrete frames in axis10, according to the EC? there were some videos at a time but were in accordance with regulations of Nordic countries
if you did please attach the work files
thank you in advance
Dear friends,
I'm looking for the following standards:
CEN/TR 15177 "Testing the freeze-thaw resistance of concrete - Internal structural damage";
CEN/TS 12390-9:2006 Testing hardened concrete - Part 9: Freeze-thaw resistance - Scaling;
CEN/TS 12390-10:2007 Testing hardened concrete - Part 10: Determination of the relative carbonation resistance of concrete;
CEN/TS 12390-11:2010Testing hardened concrete - Part 11: Determination of the chloride resistance of concrete, unidirectional diffusion;
BS EN 14629:2007 Products and systems for the protection and repair of concrete structures. Test methods. Determination of chloride content in hardened concrete.
If you have any of the standards mentioned above, please share it.
Thanks in advance!
IR.
Publisher: NEW YORK STATE DEPARTMENT OF TRANSPORTATION
Pages: 107
Date: APRIL 2007
PREFACE
The purpose of this manual is to present the geotechnical test methods used by the Soil Mechanics Laboratory of the New York State Department of Transportation's Geotechnical Engineering Bureau . The intent is to present the mechanics of performing each test, not the theory behind the test.
The triaxial test procedures have been developed from those which are described in Soil Testing for Engineers by T. W. Lambe and The Measurement of Soil Properties in the Triaxial Test by A. VV. Bishop and D. J. Henkel. The consolidation test procedures have been developed from those in Lambe's book.
Other methods. such as those related to geotextiles, block permeability, and membrane fabrication, are relatively new areas in the geotechnical field. The methods and procedures included have essentially been developed, along with the equipment, by the Geotechnical Engineering Bureau .
In some cases it has been necessary to make modifications to existing methods in order to accommodate the conditions and equipment in the Soil Mechanics Laboratory, along with the properties of New York State soils.
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Publisher: NEW YORK STATE DEPARTMENT OF TRANSPORTATION
Date: APRIL 2007
Pages: 40
The purpose of this manual is to provide the inspector and Engineer-In-Charge with a quick and easy-to-use set of inspection guidelines for the various aspects of tieback construction, including preinstallationinspection, installation, testing and trouble shooting load cell problems.
This guide does not cover every possible situation the inspector may encounter. The enclosed checklists are intended to serve as reminders for inspectors already familiar with tieback installation. Before using this manual, the reader should refer to the chapter entitled "Ground anchor Inspector's Manual", in the Task Force 27 report entitled "hi Situ Soil hnproveinent Techniques", prepared by the Subcommittee on New Highway Materials of the AASHTO-AGC--ARTBA Joint Committee. Copies of thus chapter are available upon request from the Geotechnical Engineering Bureau.
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Published by NEW YORK STATE DEPARTMENT OF TRANSPORTATION
Date: April 2007
Pages: 28
The specifications, plans, and standard sheets state the requirements of embanlclnnent construction in precise terms. This guide is intended to describe less technically and hopefully, more understandably; how to construct an embanlunent . The guide discusses,
Embankment Foundation
Embanlulnent
Compaction Control
Moisture - Density - Strength Relationship
Proof Rolling
Embanlunent Failure
Winter Earthwork
Reference is made throughout the guide to the Standard Specifications, standard sheets, plans, proposals and various procedure manuals. It is intended that the guide will stimulate the reader to study these sources .
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the notion of the cut section developed by the software STAAD is important and leads the designer to use it to determine internal efforts in other to determine exactly steels section for wall .
I have repeatedly try to uliliser but I could not.
if somebody try, I'll be happy if it broadcasts the method recommended by the Staad
Smart Materials and Technologies in Architecture By Michelle Addington, Daniel L. Schodek
Publisher: Architectural Press 2004
256 Pages | PDF | 4 MB
ISBN: 0750662255
".seeks to give architects and designers a better understanding of some of the breathtaking new technologies becoming available so that they can be applied to the best advantage. Addington and Schodek, both professors in the Harvard Design School's architecture department, want to make sure that these technologies are designed into buildings in a thoughtful way. Indeed, they spent 10 years researching and writing the book. The presentation is tailored to design professionals and includes equations and a fair amount of technical detail,
but the authors don't get so far into the nitty-gritty as to go beyond what designers need to know. Smart Materials and Technologies fills a void in the literature and may help a great many designers and architects develop buildings that are more useful to an even greater number of occupants."
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Posted by: OSHO - 10-16-2010, 04:37 AM - Forum: Archive
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Geomembranes and the Control of Expansive Soils by Malcolm Steinberg
Product Description
A wealth of practical information on designing geomembranes to control expansive soils in a broad range of construction and environmental applications
Written by a leading international expert in the field, this book fully explains when and where geomembranes can be used effectively--and discusses expansive soil conditions and problems as well as control solutions. You will find descriptions of geotechnical membrane placement methods, plus information on costs and durability; and worldwide case studies of buildings, highways, roads, airports, canals, pipelines, railroads, and landfills -- all with solutions to expansive soil problems.this book is the first place engineers, architects, and construction professionals should turn for authoritative geomembrane answers.
About the Author
Malcolm Steinberg , P.E., is an internationally recognized lecturer and expert on expansive soils. The director of an El Paso consulting firm that specializes in soils and foundation engineering, he also directs the American Society of Chemical Engineers' District 15. For nearly 40 years, he was an engineer with the Texas Highway Department. This is his first book.
Product Details
Written in response to an increasing worldwide interest in building with earth, this handbook deals with earth as a building material, and provides a survey of all of its applications and construction techniques, including the relevant physical data, while explaining its specific qualities and the possibilities of optimising them. No theoretical treatise, however, can substitute for practical experience involving actually building with earth. The data and experiences and the specific realisations of earth construction contained in this volume may be used as guidelines for a variety of construction processes and possible applications by engineers, architects, entrepreneurs, craftsmen and public policy-makers who find themselves attempting, either from desire or necessity, to come to terms with humanity’s oldest building material.
Earth as a building material comes in a thousand different compositions, and can be variously processed. Loam, or clayey soil, as it is referred to scientifically, has different names when used in various applications, for instance rammed earth, soil blocks, mud bricks or adobe.
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Published by NEW YORK STATE DEPARTMENT OF TRANSPORTATION
Date: April 2007
Pages: 80
ABSTRACT
This report provides basic knowledge about liquefaction of cohesionless soils under seismic loading. Presented also are the most widely accepted methods for evaluating the liquefaction potential of cohesionless oils in level ground, for estimating earthquake-induced settlements and for analyzing slope stability against flow slides. Sample problems to demonstrate each design procedure are included in the appendices.
A brief review is presented of the seismicity of New York State, the level of which can be characterized as moderate. The State historically has experienced earthquakes up to a magnitude of 6.0. Earthquakes of this magnitude can cause structural and ground failures from liquefaction. Liquefaction-induced failure types and factors affecting liquefaction susceptibility are also reviewed.
Finally, methods for improving in-situ soil conditions to reduce liquefaction susceptibility are discussed.
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