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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 61 Abstracts search results
Document:
SP94-32
Date:
July 1, 1987
Author(s):
H. Eggert
Publication:
Symposium Papers
Volume:
94
Abstract:
Since some national standards on bridge bearings have been issued and a certain level of knowledge seems to have consolidated, the time has come to prepare an ISO Standard. The most important elements that should be part of such an ISO Standard are listed. Contradictions between existing national standards should be clarified and eliminated. Outlived technology should not be part of an international standard while national standards still may specify such bearings for local reasons.
DOI:
10.14359/3757
SP94-45
S. Spells
Certain nonacid curing silicone sealants have been successfully used to seal joints in concrete highways for more than 10 years. The success in highway applications resulted in similar applications for silicones on commercial and military airfields. The u
10.14359/1624
SP94-52
K. Schoenbauer and N. Schaeffer
Despite all of the progress made to date in concrete technology, there is still no reliable means of preventing local voids or cracks in concrete under site conditions. If concrete structures are required to be waterproof, it is always mandatory to provid
10.14359/1625
SP94-48
C. Sander
Sealing pavement joints is necessary to minimize seepage of surface water into the subgrade and to prevent pavement damage. Joint seals for airfield pavements assume an additional level of importance since debris that is harbored in these joints can be injested and may damage aircraft engines. The paper briefly reviews a design procedure that has been used by the U.S. Air Force and includes a typical design example.
10.14359/1643
SP94-31
A. Saxena and E. McEwen
A highway bridge pot-bearing system was modeled using nonlinear finite elements to analytically trace the load distribution patterns and failure modes. Material properties for the concrete block supporting the bearing were represented by a modified consti
10.14359/1652
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