Posted by: freequo - 07-09-2012, 06:02 AM - Forum: Archive
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Dear all,
I've putted this request here because I think that here is his place, rather than in "free discussion".
I was wondering if someone knows any paper that talks about sample dimension for testing in triaxial apparatus, it's minimal dimensions and scale effect.
I know what are dimensions of sample for clays and sands, but for gravels I think that the dimensions are small.
Best regards
freequo
Founded in 2001,THE PLAN β Architecture & Technologies in Detail, is published by Centauro Edizioni, Bologna (Italy). Today, with 8 issues released every year (6 regular and 2 special issues), THE PLAN is one of the most acclaimed architecture and design reviews on the market. Thanks to its strongly international approach, is in fact among the most widely distributed and read magazines in Italy and worldwide, with an important readership of professionals from the sectors of architecture, design, building and real estate as well as universities.
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Posted by: mohamed07 - 07-08-2012, 04:46 AM - Forum: Archive
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hey im looking for an undergraduate thesis related to reinforced concrete..i would appreciate if anyone could post any thesis regarding reinforced concrete, it could be a comparative study or anything related
may thnx in advance
Colection of Articles on Earthquake Disaster Prevention and Post-Disaster Response
CONTENT OF THIS THREAD
In this Thread a number of articles related to Earthquake Disaster Prevention and Post-Disaster Response will be posted. They were mostly published on conference proceedings and some rare books; some others were published in well-known journals, but are not listed in a particular journal thread as they are rather disperse.
These papers are made available for the Earthquake and Emergency-Response Researcher.
NIST GCR 10-917-8: Evaluation of the FEMA P-695 Methodology
Author: NEHRP Consultants Joint Venture A partnership of the Applied Technology Council and the Consortium of Universities for Research in Earthquake Engineering | Size: 3.06 MB | Format:PDF | Quality:Original preprint | Publisher: NIST | Year: November 2010 | pages: 268 | ISBN: N.A.
NIST GCR 10-917-8: Evaluation of the FEMA P-695 Methodology
for Quantification of Building Seismic Performance Factors
This work was an extension of work conducted under the ATC-63 Project, funded by
the Federal Emergency Management Agency (FEMA), which resulted in the
publication of the FEMA P-695 report, Quantification of Building Seismic
Performance Factors (FEMA 2009). The FEMA P-695 report outlines a procedural
methodology for reliably quantifying seismic performance factors, including the
response modification coefficient (R factor), the system overstrength factor (οο°), and
the deflection amplification factor (Cd). While the ATC-63 Project included testing
of the Methodology on selected systems (e.g., special and ordinary reinforced
concrete moment frames and wood light-frame structural panel shear walls), the
purpose of this NIST project was to expand the testing of the Methodology to
additional seismic force-resisting systems.
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This post is related to post below where FEMA P-695 document may be found:
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Original FEMA P-695 document may be directly downloaded from FEMA web-site:
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Windows Virtual PC (VPC) is a new version of Microsoft Virtual PC virtualization software designed specifically for Windows 7. By installing Windows Virtual PC, user can run more than one guest operating systems at the same time inside the virtual machines, or many productivity applications on a virtual Windows environment via RemoteApp, where Windows Virtual PC virtualizes its standard PC and associated hardware.
Together with Windows Virtual PC, Microsoft also releases Windows XP Mode, a virtual machine package for Windows Virtual PC containing a pre-installed, licensed copy of Windows XP SP3 as its guest operating system. Windows XP Mode is pre-installed with integration components and pre-configured to allow user to run the virtual machine immediately right after installed, to provide backward compatibility for legacy productivity software with seamless access from host desktop capability.
While Windows Virtual PC and Windows XP Mode have leaked earlier, Microsoft has officially released Windows Virtual PC and Windows XP Mode as final RTM version for public download, in conjuction with the official public release of Windows 7. Both Windows Virtual PC and Windows XP Mode is available for download from official Windows Virtual PC homepage from Microsoft Download Center (Windows Virtual PC and Windows XP Mode).
Private Note:
Hereβs the direct download links to setup installer of Windows Virtual PC and Windows XP Mode, useful for Windows 7 Starter, Windows 7 Home Basic x86 and x64, and Windows 7 Home Premium x86 and x64 users who are shown the error message of βYou are not eligible to download Windows XP Mode. You must have Windows 7 Professional, Enterprise, or Ultimate to run Windows XP Mode. To upgrade visit Windows 7 Anytime Upgradeβ when trying to download Windows Virtual PC and/or Windows XP Mode, or, users who fail to pass Windows Genuine Advantage (WGA) validation.
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Windows Virtual PC Direct Download Links
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Update: Refreshed version of Windows Virtual PC for Windows 7 SP1
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Windows XP Mode Direct Download Links
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This book should serve as a source book of information and design procedure in geotechnical engineering. It covers wide range of topics divided in six chapters and seventeen annexures. The subject matter of the book has been treated both in Metric as well as SI System of Units.
Content :
1. Subsurface Investigation
2. Shallow Foundations and Allowable Bearing Pressure
3. Pile Foundations
4. Foundations Subjected to Dynamic Loadings
5. Lateral Earth Pressure and Earth Retaining Structures
6. Stability of Slopes
Annexure A-1: Stresses in Soils from Elastic Theories,
Annexure A-2: Soil Compaction,
Annexure A-3: In-Place Treatment of Foundation Soils,
Annexure A-4: Modulus of Subgrade Reaction,
Annexure A-5: Liquefaction of Foundation Soils under Ear thquakes,
Annexure A-6: Degree of various consistency limits of Soils,
Annexure A-7: Expansive Soils,
Annexure A-8: Effect of Chemicals in Sub-soil and Groundwater on Concrete Substructures, Annexure A-9: Corrosion of Steel Piles,
Annexure A-10: Bored cast-in-situ Piles: Conventional Bored Piles vs. Piles cast by continuous Mud Circulation Technique,
Annexure A-11: Prestressed Anchors,
Annexure A-12: Geotechnical Instrumentation,
Annexure A-13: Innovative Development in Indian Geotechnical Practices,
Annexure A-14: Integrity and Non- destructive Testing of Piles,
Annexure A-15: A Durable Concrete β A Practical View Point,
Annexure A-16: Self-Compacting Concrete, Annexure A-17: SI Units in Engineering.
About Author :
Dr. Narayan V. Nayak graduated in Civil Engineering from the University of Bombay in the year 1959. He secured his M. Tech. in Civil Engineering from the Indian Institute of Technology, Bombay and his Ph. D from the University of Wisconsin, U.S.A. in the year 1970. The author has about 8 years of Teaching, 8 years of Consultancy and around 35 years of Practical Field experience. He is presently Advisor - Gammon India Ltd. , Managing Director - Gammon Realty Ltd. , Chairman - Geocon International Pvt. Ltd. He has published many papers in National and International journals. He is the author of "Foundation Design Manual (5th Edition)" and "Hand Book on Advanced Concrete Technology" (under publication). He is also an Examiner of Ph. D candidate of Mumbai University and NT Bombay mainly on subjects related to Geotechnical/Foundation Engineering and in Concrete Technology.
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