A Study of the Effectiveness of Portland Cement Concrete Curing Compunds
Author : Nancy Marie Whiting
Publisher :
Page : 294 pages
File Size : 50,63 MB
Release : 2004
Category :
ISBN :
Author : Nancy Marie Whiting
Publisher :
Page : 294 pages
File Size : 50,63 MB
Release : 2004
Category :
ISBN :
Author : Robert Steffes
Publisher :
Page : 56 pages
File Size : 21,19 MB
Release : 2003
Category : Concrete
ISBN :
Author : Constantin Pechlivanidis
Publisher :
Page : 206 pages
File Size : 36,80 MB
Release : 1989
Category : Concrete
ISBN :
Membrane curing compounds are widely used to cure concrete in highway construction. The function of these compounds is to form a membrane that helps retain moisture in the concrete slab, otherwise lost through evaporation. The amount of evaporation loss varies as a function of the environmental conditions and the temperature of the concrete mass during the curing period. This rpeort provides an evaluation of the performance of membrane curing compounds as related to concrete material properties such as tensile and flexural strength, stiffness, surface durability, and density. In addition to traditional testing methods, the non-destructive, in-situ, Spectral Analysis of Surface Waves method is also used to observe and measure material properties as a function of time. Testing can start at initial set or when the modulus of elasticity for concrete is about 10,000 psi.
Author : Ramsey Kropp
Publisher :
Page : 106 pages
File Size : 40,30 MB
Release : 2012
Category : High strength concrete
ISBN :
Author :
Publisher :
Page : 84 pages
File Size : 24,88 MB
Release : 2006
Category : Aggregates (Building materials)
ISBN :
Author : Toy S. Poole
Publisher :
Page : 174 pages
File Size : 41,5 MB
Release : 2006
Category : Concrete
ISBN :
Author : William O. Tynes
Publisher :
Page : 50 pages
File Size : 47,38 MB
Release : 1969
Category : Aggregates (Building materials)
ISBN :
Author : United States. Army. Corps of Engineers
Publisher :
Page : 120 pages
File Size : 11,60 MB
Release : 1974
Category : Concrete
ISBN :
Author : J Paul Guyer
Publisher :
Page : 78 pages
File Size : 17,35 MB
Release : 2020-12-24
Category :
ISBN :
Technical guidance for civil engineers and others interested in advanced technology issues regarding curing portland cement concrete pavement for streets and highways. Here is what is discussed:1. INTRODUCTION2. BLEEDING RATE-EVAPORATION RATE RELATIONSHIP3. EFFECTIVENESS OF EVAPORATION REDUCERS4. TIME OF CURING COMPOUND APPLICATION5. WATER-RETENTION REQUIREMENTS FOR CURING COMPOUNDS6. VARIABILITY IN TEST METHOD FOR WATER RETENTION OF CURING COMPOUNDS-ASTM C 1567. APPLICATION RATE OF CURING COMPOUNDS8. RECOVERY FROM POOR OR LATE APPLICATION OF CURING COMPOUND9. EFFECT OF CLIMATIC CONDITIONS ON CURING COMPOUND DRYING TIME10. APPLICATION OF CURING COMPOUND TO TINED SURFACES-EFFECT OF SAGGING11. TEST METHODS FOR MEASURING CURING COMPOUND APPLICATION12. LENGTH OF CURING13. TEST METHODS FOR MEASURING CURING EFFECTIVENESS14. THERMAL STRESS DUE TO EVAPORATIVE COOLING15. CONCLUSIONS AND RECOMMENDATIONS.
Author : J. Paul Guyer, P.E., R.A.
Publisher : Guyer Partners
Page : 73 pages
File Size : 34,57 MB
Release : 2020-12-24
Category : Technology & Engineering
ISBN :
Technical guidance for civil engineers and others interested in advanced technology issues regarding curing portland cement concrete pavement for streets and highways. Here is what is discussed: 1. INTRODUCTION 2. BLEEDING RATE—EVAPORATION RATE RELATIONSHIP 3. EFFECTIVENESS OF EVAPORATION REDUCERS 4. TIME OF CURING COMPOUND APPLICATION 5. WATER-RETENTION REQUIREMENTS FOR CURING COMPOUNDS 6. VARIABILITY IN TEST METHOD FOR WATER RETENTION OF CURING COMPOUNDS—ASTM C 156 7. APPLICATION RATE OF CURING COMPOUNDS 8. RECOVERY FROM POOR OR LATE APPLICATION OF CURING COMPOUND 9. EFFECT OF CLIMATIC CONDITIONS ON CURING COMPOUND DRYING TIME 10. APPLICATION OF CURING COMPOUND TO TINED SURFACES—EFFECT OF SAGGING 11. TEST METHODS FOR MEASURING CURING COMPOUND APPLICATION 12. LENGTH OF CURING 13. TEST METHODS FOR MEASURING CURING EFFECTIVENESS 14. THERMAL STRESS DUE TO EVAPORATIVE COOLING 15. CONCLUSIONS AND RECOMMENDATIONS.