TITLE

Concrete Q&A: How Low Is Too Low for a 7-Day Cylinder Break?

PUB. DATE
February 2010
SOURCE
Concrete International;Feb2010, Vol. 32 Issue 2, p74
SOURCE TYPE
Academic Journal
DOC. TYPE
Article
ABSTRACT
The article provides an answer to a question on the necessary actions to be taken when the seven-day results of cylinder testing are unsatisfactory.
ACCESSION #
47775476

 

Related Articles

  • Determining form pressures.  // Concrete Construction;Apr2006, Vol. 51 Issue 4, p58 

    The article presents questions and answers related to construction in the U.S. One person asked about the form pressures on the concrete pour for a 15-foot high wall. It was revealed that the updated formwork standard provides two pressures formulas, one for walls and the other one is for...

  • Lower Level Living. Sauter, Ed // Concrete Construction;Jun2010, Vol. 55 Issue 6, p63 

    The article offers information on the R-10 home insulation standard for basements recommended by the International Residential Code (IRC) in the U.S. It cites that exterior insulation systems can be merged during casting operations, the sandwich insulation systems should be positioned between...

  • Evaluation of the simplified concrete wall design equation in AS3600-2009. Fragomeni, S.; Doh, J.-H. // Australian Journal of Structural Engineering;2010, Vol. 10 Issue 3, p253 

    The recently-released Australian Concrete Standard, AS3600-2009, has been extensively revised with particular emphasis on the inclusion of design rules for high-strength concrete. For the simplified design of axially-loaded concrete walls, the guidelines have been changed to include new...

  • US:.  // International Construction;Nov2004, Vol. 43 Issue 9, p9 

    Focuses on the building standards adopted for the 7 World Trade Center high-rise building in New York City. Level of fire resistance and safety against terrorist attack; Formwork used in construction; Reinforced concrete used in the project; Steel framework.

  • THE INFLUENCE OF CONCRETE JOINTS ON THE STRUCTURAL BEHAVIOR. Koyankin, A. A.; Beletskaya, V. I.; Guzhevskaya, A. I. // Proceedings of Moscow State University of Civil Engineering / Ve;2014, Issue 3, p76 

    The buildings made of monolithic reinforced concrete currently enjoy great popularity. Along with a great number of advantages of monolithic building, which are repeatedly listed in the works of many authors, there are many unexplored issues which require detailed consideration. The...

  • Standardization.  // Concrete International;Apr2004, Vol. 26 Issue 4, p92 

    Presents standard guides on concrete construction. Guide for concrete plant inspection and testing of ready-mixed concrete; Test method for load capacity of polymer concrete underground utility structures; Guide to formwork for construction; Building code requirements for masonry structures;...

  • Free Fall of Concrete.  // Concrete International;May2004, Vol. 26 Issue 5, p89 

    Presents a position statement from the American Society of Concrete Contractors. Techniques which minimizes the effects of concrete free fall; Studies showing that free fall from great distance do not reduce concrete quality; Position statement number.

  • Concrete Standard Reworked To Be More Designer-Friendly. Post, Nadine M. // ENR: Engineering News-Record;10/31/2011, Vol. 267 Issue 12, p17 

    The article looks at the changes in the American Concrete Institute (ACI) concrete design standards after 45 years, to make it user-friendly. The 2014 edition of ACI 318, it says, with the heading Structural Concrete Building Code as referenced by International Building Code (IBC) will focus on...

  • The Effect of Lap Splice Length on the Cyclic Lateral Load Behavior of RC Members with Low-Strength Concrete and Plain Bars. Goksu, C.; Yilmaz, H.; Chowdhury, S. R.; Orakcal, K.; Ilki, A. // Advances in Structural Engineering;May2014, Vol. 17 Issue 5, p639 

    Many existing reinforced concrete buildings in developing countries located in seismic areas do not possess sufficient strength and ductility characteristics to resist the effects of severe earthquakes. Among other deficiencies, improper detailing of reinforcement and poor quality of materials...

Share

Read the Article

Courtesy of VIRGINIA BEACH PUBLIC LIBRARY AND SYSTEM

Sorry, but this item is not currently available from your library.

Try another library?
Sign out of this library

Other Topics