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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 21 Abstracts search results
Document:
SP38-15
Date:
January 1, 1973
Author(s):
George C. Hoff
Publication:
Symposium Papers
Volume:
38
Abstract:
Blends of a self-stressing expansive cement and a low-heat type II cement were used in a study of the effects of expansive cement content, water content, fine aggregate additions, and fly ash replacements on the physical properties of pumpable mortars.
DOI:
10.14359/17210
SP38-06
Shu-T'ien Li, V. Ramakrishnan
Presents a comparative study of expansion-shrinkage characteristics of gap-graded and continuously-graded shrinkage-compensating Type-K cement concretes.
10.14359/17201
SP38-11
Milos Polivka
Some degree of prestress can be achieved through the use of expansive cements. Depending on the magnitude of prestress developed, expansive cement concretes are classified as shrinkage-comprensating or as self-stressing.
10.14359/17206
SP38-07
Shigeyoshi Nagataki, Koichi Yoneyama
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.
10.14359/17202
SP38-20
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.
10.14359/17215
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