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 18 Abstracts search results

Document: 

SP47-15

Date: 

January 1, 1975

Author(s):

James R. Graham and James E. Backstrom

Publication:

Symposium Papers

Volume:

47

Abstract:

The Bureau of Reclamation (BR) consumated an agreement with the Office of Saline Water (OSW) to ascertain the feasiblilty of using concrete in the construction of desalination plants.

DOI:

10.14359/17617


Document: 

SP47-06

Date: 

January 1, 1975

Author(s):

Frederick P. Browne and Philip D. Cady

Publication:

Symposium Papers

Volume:

47

Abstract:

Three experiments were conducted to study the characteristics of the two primary deicer scaling mechanisms in concrete: 1) a hydraulic pressure mechanism, which is strongly dependent upon the degree of saturation and the deiceer gradient, and only occurs under freeze-thaw conditions, and 2) a chemical mechanism, which operates between concrete and concentrated calcium chloride solutions. These two mechansims are completely independent of one another.

DOI:

10.14359/17608


Document: 

SP47-07

Date: 

January 1, 1975

Author(s):

Roger E. Carrier and Philip D. Cady

Publication:

Symposium Papers

Volume:

47

Abstract:

A survey of 249 four-year old Pennsylvania bridge decks was conducted for two purposes: To determine the condition of the decks with regard to the extent and severity of their deterioration, and to provide insight into the relative importance of those factors, or combination of factors, which cause deterioration.

DOI:

10.14359/17609


Document: 

SP47-08

Date: 

January 1, 1975

Author(s):

Roger E. Carrier, Dennis C. Pu, and Philip D. Cady

Publication:

Symposium Papers

Volume:

47

Abstract:

In the course of performing field surveys of bridges for a bridge deck durability study, it was noted in some instances that the type of forms used to construct the decks appeared to influence deterioration and cracks. . .Observations indicate that SIP formed decks have a higher moisture content than do conventionally formed decks.

DOI:

10.14359/17610


Document: 

SP47-09

Date: 

January 1, 1975

Author(s):

J. Hode Keyser and M. Kushner

Publication:

Symposium Papers

Volume:

47

Abstract:

The City of Montreal has approximatively 65,000 catch-basins, 1639 miles of concrete sidewalk and 979 miles of concrete pavement. The paper gives the history of their long term freeze-thaw durability.

DOI:

10.14359/17611


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