Interrelations Between Cement and Concrete Properties
Author | : Raymond Leonard Blaine |
Publisher | : |
Total Pages | : 132 |
Release | : 1971 |
Genre | : Concrete |
ISBN | : |
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Author | : Raymond Leonard Blaine |
Publisher | : |
Total Pages | : 132 |
Release | : 1971 |
Genre | : Concrete |
ISBN | : |
Author | : Benjamin Leonard Bean |
Publisher | : |
Total Pages | : 342 |
Release | : 1969 |
Genre | : Airplanes |
ISBN | : |
Author | : Raymond Leonard Blaine |
Publisher | : |
Total Pages | : 24 |
Release | : 1970 |
Genre | : Portland cement |
ISBN | : |
Author | : United States. National Bureau of Standards |
Publisher | : |
Total Pages | : 822 |
Release | : 1970 |
Genre | : Building |
ISBN | : |
Author | : Benjamin Leonard Bean |
Publisher | : |
Total Pages | : 60 |
Release | : 1969 |
Genre | : Portland cement |
ISBN | : |
Variations in testing that could lead to the rejection of a material fully conforming to specification requirements, or the acceptance of a material with undesirable chemical or physical properties, are apparent in the results reported by laboratories participating in comparative tests of portland cements.Many of the causes for variation in chemical analyses and physical test results are listed in this discussion, and remedies for some of the more frequently encountered deficiences in apparatus and methods are suggested.Particular consideration is given to problems which do not seem to have been covered in sufficient detail in previous discussions of cement testing procedures.Literature references are given for additional information.(Author).
Author | : James Bryson |
Publisher | : |
Total Pages | : 24 |
Release | : 1970 |
Genre | : Technology & Engineering |
ISBN | : |
Prestressed Tee-beams constructed by the split-beam method were tested to failure in flexure to study the behavior and ultimate strength of these beams and to compare their flexural characteristics with those of prestressed beams of conventional construction. Results showed that composite split-beams behaved similarly to the monolithically constructed beams on the basis of flexural response and ultimate load.