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 21 Abstracts search results

Document: 

SP38-05

Date: 

January 1, 1973

Author(s):

P.K. Mehta, George Lesnikoff

Publication:

Symposium Papers

Volume:

38

Abstract:

In this investigation commercially available samples of shrinkage-compensating cements, Type K, Type M, and Type S, were examined with regards to hydration reactions, and their influence on the physical properties.

DOI:

10.14359/17200


Document: 

SP38-06

Date: 

January 1, 1973

Author(s):

Shu-T'ien Li, V. Ramakrishnan

Publication:

Symposium Papers

Volume:

38

Abstract:

Presents a comparative study of expansion-shrinkage characteristics of gap-graded and continuously-graded shrinkage-compensating Type-K cement concretes.

DOI:

10.14359/17201


Document: 

SP38-07

Date: 

January 1, 1973

Author(s):

Shigeyoshi Nagataki, Koichi Yoneyama

Publication:

Symposium Papers

Volume:

38

Abstract:

The use of expansive cement in continuously reinforced and prestressed concrete pavements could be effective not only in comprensating drying shrinkage of concrete pavements but also in inducing a self-stress due to the restraint of expansion by subgrade friction and reinforcement, if the expansion of ocncrete due to expansive cement existed sufficiently for a long period. Therefore the application of expansive cement to concrete pavements were examined experimentally in the laboratory and field work.

DOI:

10.14359/17202


Document: 

SP38-01

Date: 

January 1, 1973

Author(s):

G.L. Kalousek

Publication:

Symposium Papers

Volume:

38

Abstract:

This report reviews the research and development of expansive cements during the past 50 years which culminated in commerical application in the 1940's, who is credited with discovery of expansive cements, showed promise but none of his findings were reduced to practice.

DOI:

10.14359/17196


Document: 

SP38-20

Date: 

January 1, 1973

Author(s):

Milos Polivka

Publication:

Symposium Papers

Volume:

38

Abstract:

The use of self-stressing types of concretes is limited to applications requiring only a low level of prestress. Each application of a self-stressing type of concrete to fabrication of structural elements or building units requires a careful investigation, not only of the properties of the concrete but also of the structural behaviors of the precast units. To date, this self-stressing type of concrete has been used in only a few structural applications.

DOI:

10.14359/17215


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