International Concrete Abstracts Portal

Showing 1-5 of 21 Abstracts search results

Document: 

SP38

Date: 

January 1, 1973

Author(s):

Editors: Milos Polivka and C. Taylor Test

Publication:

Symposium Papers

Volume:

38

Abstract:

SP38 A comprehensive study of the use of expansive cements and their effects on cracking in concrete. Covers research, design, field applications, and self-stressing. Contains 20 papers, including reports on use of expansive cement in walls, reinforced concrete pipe, pavements, grout, taxiways, and slabs.

DOI:

10.14359/14091


Document: 

SP38-19

Date: 

January 1, 1973

Author(s):

V.V. Mikailov

Publication:

Symposium Papers

Volume:

38

Abstract:

In this paper are given the results of thirty year's scientific work on the theory and practice of expanding and stressing cements and selfstressed concrete in the USSR.

DOI:

10.14359/17214


Document: 

SP38-08

Date: 

January 1, 1973

Author(s):

Donald W. Pfeifer

Publication:

Symposium Papers

Volume:

38

Abstract:

Thirty-two 3 by 8 ft. reinforced concrete walls containing expansive and Type I portland cement were observed for expansion and drying shrinkage and effects of these volume changes on flexural cracking behavior.

DOI:

10.14359/17203


Document: 

SP38-09

Date: 

January 1, 1973

Author(s):

Henry G. Russell

Publication:

Symposium Papers

Volume:

38

Abstract:

Initial results are reported from a laboratory investifation to determine time-dependent properties of reinforced concrete slabs made wuth shrinkage-compensating concretes.

DOI:

10.14359/17204


Document: 

SP38-10

Date: 

January 1, 1973

Author(s):

Milos Polivka, Cedric Willson

Publication:

Symposium Papers

Volume:

38

Abstract:

Shrinkage-compensating concretes are now extensively used by the construction industry to minimize cracking of the concrete due to drying shrinkage. These concretes are designed to delveop, during the curing period, a level of compressive stress which will be partially or totally relieved during subsequent drying shrinkage, but which will prevent formation of high tensile stresses causing cracking.

DOI:

10.14359/17205


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