ACI Global Home Middle East Region Portal Western Europe Region Portal
Email Address is required Invalid Email Address
In today’s market, it is imperative to be knowledgeable and have an edge over the competition. ACI members have it…they are engaged, informed, and stay up to date by taking advantage of benefits that ACI membership provides them.
Read more about membership
Learn More
Become an ACI Member
Topics In Concrete
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 13 Abstracts search results
Document:
SP116-05
Date:
August 1, 1989
Author(s):
Michael M. SprinkelI
Publication:
Symposium Papers
Volume:
116
Abstract:
Presents 6-year results of a study undertaken to evaluate multiple-layer polymer concrete overlays (MLPCO) over a 10-year period. The paper indicates that an overlay with low permeability and high skid resistance can be successfully installed by a contractor, state, or federal labor forces with minimum traffic disruption. The MLPCO evaluated were constructed with four polyester resins and silica sand, a polyester para-resin and silica sand, two flexible epoxies and basalt aggregate, and three EP5-LV epoxies and silica sand. A single-layer high molecular weight methacrylate overlay was also evaluated. With the exception of the overlay constructed with the polyester para-resin, the initial condition of the 20 overlays evaluated between 1981 and 1987 was good to excellent from the standpoint of permeability, skid resistance, and bond, although some overlays were better than others. Also, with the one exception, the overlays were in good-to-excellent condition after 1 year in service, but the permeability had increased and the bond strength and skid resistance had decreased significantly.
DOI:
10.14359/2851
SP116-11
C. Vipulandan and N. Dharmarajan
Fracture behavior of polyester polymer concrete was investigated at room temperature using single edge notched beams loaded in four-point bending. To investigate the effect of particle size distribution on the fracture properties, polyester polymer concrete systems were formulated using both uniform Ottawa 20-30 sand and well graded blasting sand. The notch sensitivity of polyester polymer concrete systems was investigated by varying the notch-to-depth ratio up to 0.7. The results are analyzed to examine the applicability of fracture parameters such as critical stress intensity factor KIC and critical J-integral JIC, to characterize the fracture behavior of polyester polymer concrete. This concrete is a notch sensitive material, and if it contains well-graded aggregate, it has better fracture properties than the uniformly graded aggregate system.
10.14359/2352
SP116
Editors: Peter Mendis and Charles McClaskey
SP-116 Polymers in Concrete: Advances and Applications gathers and evaluates the latest information on the effects of polymers in concrete. This important ACI publication, a collection of 12 symposium papers combining the development of new concrete polymer materials, give greater insight into the advances of polymer concrete. Gathering expertise form around the world, Polymers in Concrete: Advances and Applications presents case studies such as cold weather polymer concrete repair; performance of multiple layer polymer concrete overlays on bridge decks; electrically conductive polymer concrete facing; influence of aggregate on the fracture properties of polyester polymer concrete; and future trends in polymer concrete. The mission of ACI Committee 548 is to gather and evaluate information on the effects of polymers in concrete. It has sponsored six symposia, all of which have received world-wide acclaim.
10.14359/14149
SP116-03
W. Glenn Smoak
Acrylic polymer concrete was used to repair absorptive aggregate "pop outs" on the concrete stilling basin apron of Palisades Dam, Idaho. This work was accomplished during December 1986 when ambient air temperatures were below -10 F (-23 C). Ice dikes were used to direct gate leakage away from the repair areas. Hot forced-air heaters, gas-fired weed burners, and incandescent electrical lights were used to provide heat to the repairs.
10.14359/3366
SP116-07
D. J. Rodler, D. P. Whitney, D. W. Fowler, and D. L. Wheat
Three high molecular weight methacrylate monomer systems were tested to determine their effectiveness in repairing cracked portland cement concrete (PPC). Ultimate strains across repaired cracks, modulus of rupture, and percent of crack filled for slabs repaired with the monomers and stiffnesses of repaired beams were investigated. Tests on small, cracked slabs were also conducted under hot and wet conditions. One hundred thirty-five PCC slabs, 9 PCC beams, and 12 tension specimens were tested. The results varied with respect to the stiffnesses of the polymers. All monomer systems were shown to increase the stiffness of cracked flexural members and to fill cracks as small as 0.1 mm in width. The performance of the systems was affected adversely by moisture and heat. Minimum drying periods after saturation of the cracked concrete with water were determined.
10.14359/2764
Results Per Page 5 10 15 20 25 50 100
Edit Module Settings to define Page Content Reviewer