Implementation Manual for the Use of Rapid-setting Concretes
Author :
Publisher :
Page : 100 pages
File Size : 24,95 MB
Release : 1984
Category : Concrete
ISBN :
Author :
Publisher :
Page : 100 pages
File Size : 24,95 MB
Release : 1984
Category : Concrete
ISBN :
Author : United States. Federal Highway Administration. Implementation Division
Publisher :
Page : 72 pages
File Size : 22,91 MB
Release : 198?
Category : Highway research
ISBN :
Author :
Publisher :
Page : 468 pages
File Size : 23,56 MB
Release : 1994
Category : Concrete
ISBN :
Author :
Publisher :
Page : 44 pages
File Size : 47,46 MB
Release : 1982
Category : Highway research
ISBN :
Author : Waterways Experiment Station (U.S.) Structures Laboratory
Publisher :
Page : 616 pages
File Size : 25,69 MB
Release : 19??
Category : Hydraulic engineering
ISBN :
Author : American Concrete Institute
Publisher :
Page : 1294 pages
File Size : 48,66 MB
Release : 2007
Category : Concrete
ISBN :
Author : C. Sue Kim
Publisher :
Page : 116 pages
File Size : 15,53 MB
Release : 1994
Category : Methyl methacrylate
ISBN :
A mechanistic approach was used to develop improved polymer concrete (PC) for repair of portland cement concrete (PCC). The VEPM binder system (vinyl esters containing acrylonitrile-butadiene copolymer, polar methacrylates, styrene and a silane coupling agent) produced PCs with tensile, flexural and compressive strengths superior to existing polyester PCs. VEPM PCs have excellent bonding characteristics to steel and PCC (both dry and moist), and the bonds are highly resistant to degradation by harsh freeze-thaw-soak cycles. They also have good absorption, chemical resistance and volume shrinkage.
Author : United States. Defense Logistics Studies Information Exchange
Publisher :
Page : 1070 pages
File Size : 14,81 MB
Release : 1979
Category : Military research
ISBN :
Author :
Publisher :
Page : 768 pages
File Size : 46,14 MB
Release : 1988
Category : Government publications
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Author :
Publisher :
Page : 222 pages
File Size : 26,9 MB
Release : 1982
Category : Polymer-impregnated concrete
ISBN :
Materials characterization studies have described monomer formulation for a wide range of ambient temperature. Strengths have been determined as a function of time from casting, casting temperature, testing temperature, aggregate moisture levels, type and size of aggregate, and amount of coarse aggregate. Aggregate moisture (5 percent) was found to result in up to 80-percent loss in modulus of rupture, or 60 percent when steel fibers were used. Shear strength between polymer concrete and asphalt was found to decrease with increasing temperature. The strength was less than 15 psi at 100 degrees F. (Author).