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Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Showing 1-5 of 8 Abstracts search results
Document:
SP37-03
Date:
January 1, 1973
Author(s):
Francis J. Principe
Publication:
Symposium Papers
Volume:
37
Abstract:
To maintain practical control over the quality of the concrete, the producer or engineer should apply the ACI Standard 214 "Recommended Practice for the Evaluation of Compression Test Results of Field Concrete."
DOI:
10.14359/17669
SP37-07
V.M. Malhotra
This paper outlines the role of computers in the application of ACI Standard 214-65. The various types of calculators and computers that can be used for computing the statistical parameters are briefly described and a mention is made of the various computer programs available.
10.14359/17673
SP37
Editors: Edward A. Abdun-Nur and Howard T. Arni
SP37 Explores the statistical concepts of ACI Standard 214-65. The first section deals with the use and understanding of ACI 214.65. Additional papers report on practical examples and the final paper discusses various types of computer equipment that can be used to aid in the analysis of strength test data. The appendix contains a report of ACI 214-65.
10.14359/18196
SP37-04
Harry E. Brown, Howard T. Arni
Concrete strength test results from 3 prestressing plants utilizing steam curing were evaluated by ACI Standard 214 (Recommended Practice for the Evaluation of Compression Test Results of Field Concrete) for the purpose of establishing a simple procedure to aid the production of uniform, high quality, steam cured concrete for prestressing.
10.14359/17670
SP37-02
Howard T. Arni
ACI Standard 214 is a Recommended Practice for Evaluation of Compression Test Results of Field Concrete. The primary function of such tests, as stated in the document, is "to insure production of uniform concrete of desired strength and quality."
10.14359/17668
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