Utilization of Waste Materials in Civil Engineering Construction: Proceedings of Sessions Sponsored by the Materials Engineering Division of the American Society of Civil Engineers in Conjunction with the ASCE National Convention, New York, New York, September 13-17, 1992Hilary I. Inyang, Kenneth L. Bergeson |
Contents
Technology Issues for Enhancing Waste Material Utilization in Highway | 11 |
Controlling the Flow of Recyclable Material | 11 |
Ash Beneficial Reuse | 22 |
Copyright | |
26 other sections not shown
Common terms and phrases
A.T. Kearney agencies air voids applications asphalt cement asphalt concrete asphalt pavement asphalt rubber ASTM Bahrain binder bitumen bottom ash by-product calcium calcium sulfate carbide lime waste chemical Civil Engineering coal fly ash compacted compressive strength containing control mix conventional lime curing disposal durability embankments environmental Estakhri ettringite evaluate FGD gypsum Figure filler Florida flow control fly ash freezing glass gradation granitic aggregate gypsum highway construction incinerator residue increase laboratory landfill leachate lightweight Louisiana Marshall Stability microsilica concrete minestone mixtures moisture content MSW ash NaCl optimum particles percent performance permeability phosphogypsum portland cement potential pozzolanic produced properties ratio Recyclable Materials recycled concrete reduce Research road samples sand scrap tires shredded sieve Silica Fume slag slag aggregate sludge frit soil solid waste specific gravity specimens stockpiled subgrade sulfur sulfuric acid surface Table TCLP temperature tensile Texas Transportation utilization waste materials