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  The Geology of Indonesia: Three Volumes
Posted by: utan - 10-30-2010, 10:10 AM - Forum: Geology - Replies (1)

The Geology of Indonesia: Three Volumes

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Publisher: Government Printing Office
Number Of Pages:
Publication Date: 1949
ISBN-10 / ASIN: B002WW6J86
RAR-ed collection of three PDF's ( one per volume ) 81.1 MB

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Description: The Hague : Govt. Printing Office, 1949.
2 v. in 3 : ill., maps ; 1949

Contents
v. 1A. General geology of Indonesia and adjacent archipelagoes : the East Indies, inclusive of the British part of Borneo, the Malay Peninsula, the Philippine Islands, Eastern New Guinea, Christmas Island, and the Andaman- and Nicobar Islands
v. 1B. Portfolio




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  Post-Tensioned Slab Design
Posted by: deadlord - 10-30-2010, 08:00 AM - Forum: Calculation Notes & Analysis Files - Replies (4)

Post-Tensioned Slab Design Calculation

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This document is a design example for a two-way post-tensioned flooring system, it introduces the hand calculations for a typical Post-tensioned slab.
This document is introduced by Professor Bijan O Aalami based on IBC 2003 and ACI 318-02.

It takes you through the ways of analysis and how to determine the design strips,and shows calculations in an easy detailed way so That the reader won't have a hard time understanding the Document.


Note: sorry for the bad presentation of the document due to the lack of my skills in Pdf format And how to join several pictures in one File,but eventually it's readable and beneficial .



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  Material for Sustainable Site
Posted by: pram - 10-30-2010, 06:02 AM - Forum: Other Materials (Wood, Brick, etc.) - Replies (1)

Materials for Sustainable Sites: A Complete Guide to the Evaluation, Selection, and Use of Sustainable Construction Materials

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This complete guide to the evaluation, selection, and use of sustainable materials in the landscape features strategies to minimize environmental and human health impacts of conventional site construction materials as well as green materials. Providing detailed current information on construction materials for sustainable sites, the book introduces tools, techniques, ideologies and resources for evaluating, sourcing, and specifying sustainable site materials. Chapters cover types of materials, both conventional and emerging green materials, environmental and human health impacts of the material, and detailed strategies to minimize these impacts. Case studies share cost and performance information and lessons learned.



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  An Introduction to Prestressed Concrete
Posted by: usman - 10-30-2010, 05:52 AM - Forum: Concrete - Replies (4)

An Introduction to Prestressed Concrete
by A H Allen

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Product details

* Paperback: 66 pages
* Publisher: Cement & Concrete Assn. (May 1978)
* Language English
* ISBN-10: 0721010903
* ISBN-13: 978-0721010908

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  Terrain Modeling: Acquisition, Manipulation And Applications (Artech House Remote Sen
Posted by: cace-01 - 10-30-2010, 05:31 AM - Forum: GIS, Surveying & Geomatics - No Replies

Digital Terrain Modeling: Acquisition, Manipulation And Applications (Artech House Remote Sensing Library )

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Digital Terrain Modeling: Acquisition, Manipulation And Applications (Artech House Remote Sensing Library)

By Naser El-Sheimy, Caterina Valeo, Ayman Habib


Publisher: Artech House Publishers
Number Of Pages: 270
Publication Date: 2005-07-30
ISBN-10 / ASIN: 1580539211
ISBN-13 / EAN: 9781580539210


With its expanding array of applications in everything from biodiversity modeling to wireless communications, it's no wonder digital terrain modeling (DTM) - the electronic process of representing topography in three dimensions -- is a hot subject among engineers and geoscientists. This concise resource is the first truly complete guide to this growing field. It combines a mathematically rigorous treatment of DTM generation, manipulation, and analysis together with the full spectrum of real-world applications. The book describes the various data acquisition techniques and explains how to determine the most appropriate DTM generation method for any given project. This unique reference presents highly illustrative examples and real-world applications that highlight DTM's current capabilities and limitations in various environmental modeling, mapping, military, transportation, and engineering activities.






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  BRE building elements: foundations, basements and external works
Posted by: ir_71 - 10-30-2010, 04:54 AM - Forum: Foundation & Geotechnics in general - Replies (6)

BRE building elements: foundations, basements and external works

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BRE building elements: foundations, basements and external works
Series/doc. No
Report Report 440
Year
2002
Abstract
Gives descriptions and advice concentrating on practical details of foundations, basements and external works. Foundations and basements includes is all work below DPC level, including strip foundations, piles, retaining walls to basements; but not including ground floor slabs or rafts, and building services within the footprint of the building. Included in external works are all items outside the building footprint but inside the site boundary, encompassing wastewater and surface water drains, supply of utilities (e.g. gas, electricity and cabled services), footpaths, and access for vehicles including car parks and hard standings to be found in the vicinity of buildings. Perimeter and freestanding boundary walls are also dealt with, as is security fencing and, in outline only, lighting. This is not a manual of construction practice, nor does it provide the reader with the information necessary to design foundations, basements or external works. Both good and bad features of these elements are described, and sources of further information and advice are offered.
ISBN
9781860815409
Author
Harrison, H. W. and Trotman, P. M.
Subject(s)
Civil engineering and public utilities
Site investigation
Earthworks/foundations/piling/retaining walls
Building structure
Building foundations/ground floors

Publisher
BRE
Publisher History
Formerly known as the Building Research Establishment, BRE is wholly owned by the BRE Trust. Their activities include research, consultancy, training and certification. They publish a range of reports, information papers, guides, digests, and case studies covering all aspects of construction.



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  Bridge Engineering: A Global Perspective - Leonardo Fernandez Troyano
Posted by: hugoreynal - 10-30-2010, 04:46 AM - Forum: Archive - Replies (2)

Dear Colleagues, Does Anyone have a copy of this book?

Bridge Engineering: A Global Perspective
Author : Leonardo Fernandez Troyano
Hardcover: 775 pages
Publisher: Thomas Telford (September 22, 2003)
ISBN-10: 0727732153
ISBN-13: 978-0727732156

I really appreciate your assistance.

Regards,

hugoreynal.

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  Erection Analysis of Cable-Stayed Bridges - Behin, Zabihollah
Posted by: hugoreynal - 10-30-2010, 04:43 AM - Forum: Archive - Replies (1)

Dear Colleagues, Does Anyone have a copy of this book?

Erection Analysis of Cable-Stayed Bridges
Author : Behin, Zabihollah. Murray, D. W.
Edmonton, Alta. : Dept. of Civil Engineering, University of Alberta 1990


I really appreciate your assistance.

Regards,

hugoreynal.

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  Finite Strip Analysis of Bridges - M.S. Cheung
Posted by: hugoreynal - 10-30-2010, 04:40 AM - Forum: Archive - No Replies

Dear Colleagues. Does Anyone hava a copy of this book?

Finite Strip Analysis of Bridges
Author : M. S. Cheung, S. E. Chidiac, W.Li
Hardcover: 364 pages
Publisher: Spon Press; 1st ed edition (September 1, 1996)
Language: English
ISBN-10: 041919150X
ISBN-13: 978-0419191506

I really appreciate your assistance.

Regards,

hugoreynal.

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  EN 12350-2:2009 Testing fresh concrete - Part 2: Slump-test
Posted by: ir_71 - 10-30-2010, 04:09 AM - Forum: EN - Replies (2)

EN 12350-2:2009 Testing fresh concrete - Part 2: Slump-test

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This European standard specifies a method for determining the consistence of fresh concrete by the slump
test.
The slump test is sensitive to changes in the consistence of concrete, which correspond to slumps between
10 mm and 200 mm. Beyond these extremes the measurement of slump can be unsuitable and other
methods of determining the consistency should be considered.
If the slump continues to change over a period of 1 min after de-moulding, the slump test is not suitable as a
measure of consistence.
The test is not suitable when the maximum size of aggregate in the concrete is greater than 40 mm.

Is there anyone who does not know this method?:JC_shhh:

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