Title: A review of cement–superplasticizer interactions and their models
Authors: M. Y. A. Mollah; W. J. Adams; R. Schennach ; D. L. Cocke
DOI: 10.1680/adcr.2000.12.4.153
ISSN : 0951-7197
E-ISSN : 1751-7605
Link:
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soil improvement methods ( foundation project files )
Author: prof. Abd Al Rahman Omar Hendy - Al Matariah fuculty of Engineering | Size: 53 MB | Format:PDF | Quality:Unspecified | pages: 309
contents:-
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Novel Measurement and Assessment Tools for Monitoring and Management of Land and Water Resources in Agricultural Landscapes of Central Asia
Author: Lothar Mueller, Abdulla Saparov and Gunnar Lischeid | Size: 20 MB | Format:PDF | Quality:Unspecified | Publisher: Springer | Year: 2013 | pages: 480 | ISBN: 3319010166
The book aims to initiate a sustainable use of land and water resources in Central Asia by the transfer of scientific methods. It deals with the most advanced methods worldwide for better monitoring and management of water and land resources.
We offer an array of methods of measuring, assessing, forecasting, utilizing and controling processes in agricultural landscapes. These are laboratory and field measurement methods, methods of resource evaluation, functional mapping and risk assessment, and remote sensing methods for monitoring and modeling large areas. The book contains methods and results of data analysis and ecosystem modeling, of bioremediation of soil and water, field monitoring of soils, and methods and technologies for optimizing land use systems as well. The chapter authors are inventors and advocators of novel transferrable methods. The book starts with an analysis of the current state of water and land resources. Finally concrete proposals for the applicability of novel methods are given.
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Author: PCI Ad Hoc Committee on Precast Walls | Size: 20.9 MB | Format:PDF | Quality:Unspecified | Publisher: Precast/Prestressed Concrete Institute | Year: 1997 | pages: 100 | ISBN: 0887-9672
Journal September-October 1997 (14 Articles):
- Chairman's Message
- 1997 PCI Design Awards Program - Winning Entries
- Thin-Brick Panels Add Distinctive Accent to All-Precast Concrete Office Building
- Proposed AASHTO Standards for Segmental Bridges Represent a Growing Market for the Precast Concrete Industry
- AASHTO-PCI-ASBI Segmental Box Girder Standards: A New Product for Grade Separations and Interchange Bridges
- Design for Lateral Force Resistance with Precast Concrete Shear Walls
- Proposed Concepts for Floor Framing Systems for Precast/Prestressed Concrete Office Buildings
- Transfer Length of Carbon Fiber Rods in Precast Pretensioned Concrete Beams
- Technical Note - "Shear Design of Stemmed Bridge Members: How Complex Should It Be?"
- Reader Comments - Alternatives to the Current AASHTO Standard Bridge Sections
- Reader Comments - Acceptance Criteria for Bond Quality of Strand for Pretensioned Prestressed Concrete Applications
- Reviews of Technical Publications
- Reference Cards
- Industry News
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This book presents a method which simplifies and unifies the design of reinforced concrete (RC) structures and is applicable to any structural element under both normal and seismic loading conditions.
The proposed method has a sound theoretical basis and is expressed in a unified form applicable to all structural members, as well as their connections. It is applied in practice through the use of simple failure criteria derived from first principles without the need for calibration through the use of experimental data. The method is capable of predicting not only load-carrying capacity but also the locations and modes of failure, as well as safeguarding the structural performance code requirements.
In this book, the concepts underlying the method are first presented for the case of simply supported RC beams. The application of the method is progressively extended so as to cover all common structural elements. For each structural element considered, evidence of the validity of the proposed method is presented together with design examples and comparisons with current code specifications. The method has been found to produce design solutions which satisfy the seismic performance requirements of current codes in all cases investigated to date, including structural members such as beams, columns, and walls, beam-to-beam or column-to-column connections, and beam-to-column joints.
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Posted by: yakwetu - 10-07-2013, 10:26 AM - Forum: Archive
- No Replies
Looking for this ACI paper titled;
Ultra-High Performance Concrete with Compressive Strength Exceeding 150 MPa (22 ksi): A Simpler way
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