International Concrete Abstracts Portal

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 15 Abstracts search results

Document: 

SP6

Date: 

January 1, 1963

Author(s):

Editor: S.D. Burks

Publication:

Symposium Papers

Volume:

6

Abstract:

SP6 Most of the papers are supported by competent and experienced formal discussion, augmented by illustrations, photos, and tables. An annotated bibliography of 831 listings is included. A useful reference for engineers and nongovernmental firms engaged in mass concrete design and construction.

DOI:

10.14359/14059


Document: 

SP6-13

Date: 

January 1, 1963

Author(s):

David Pirtz and Roy W. Carlson

Publication:

Symposium Papers

Volume:

6

Abstract:

Temperature, stress, and moisture conditions such as might occur in a concrete dam were applied to 30 x 30 in. concrete cylinders containing several strain meters and stress meters. The stress meters gave readings close to true compressive stress without corrections.

DOI:

10.14359/17328


Document: 

SP6-14

Date: 

January 1, 1963

Author(s):

Ethel V. Lyon and Ivan L. Tyler

Publication:

Symposium Papers

Volume:

6

Abstract:

This bibliography lists over 800 references covering the compostition and properties of mass concrete from 1908 to 1962. Over 500 of the references are annotated.

DOI:

10.14359/17329


Document: 

SP6-01

Date: 

January 1, 1963

Author(s):

Raymond E. Davis

Publication:

Symposium Papers

Volume:

6

Abstract:

The first part of this paper covers mass concrete practices that have been employed in dams in the United States during the past 75 years. The second part describes in some detail the concrete construction operations during that period.

DOI:

10.14359/17316


Document: 

SP6-02

Date: 

January 1, 1963

Author(s):

F.R. McMillan

Publication:

Symposium Papers

Volume:

6

Abstract:

Where the appearance of usefulnes of a concrete structure has been impaired by weathering or disintegration, the cause usually can be traced to failure to follow the rules of good concrete practice. Ten cases, from observations of hundreds of structures, illustrate this point.

DOI:

10.14359/17317


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