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Keyword [Portland cement]
Result: 101 - 120 | Page: 6 of 9
101.
A study of the effect of innovatively textured Portland Cement Concrete roadway surfaces on tire-pavement noise
102.
Determination of test methods for the prediction of the behavior of mass concrete
103.
Development of high performance structural lightweight Portland cement concrete
104.
Characterization and utilization of fly ash derived from the co-combustion of biomass and coal as a mineral admixture for ordinary portland cement
105.
Characterization and Evaluation of Ground Glass Fiber as a Cementitious Component in Portland Cement and Geopolymer Concrete Mixture
106.
Evaluation of Portland Cement Concrete coefficient of thermal expansion test protocol and the impact of CTE on performance of jointed concrete pavements
107.
Pervious concrete paste composition
108.
Quality evaluation of portland cement concrete at early age with Free-Free Resonant Column
109.
The influence of loading on the corrosion of steel in cracked ordinary Portland cement and high performance concretes
110.
Effect of alkalis and sulfate on Portland cement systems
111.
The effects of calcium magnesium acetate deicers on portland cement mortar bars
112.
Verification of the whitetopping thickness design procedure for asphalt concrete overlaid Portland cement concrete pavements
113.
Improving the sound absorbing capacity of portland cement concrete pavements using recycled materials
114.
Evaluation of laboratory and field techniques to improve portland cement concrete performance
115.
Optimizing Portland cement concrete mix design to environmental and construction variables with the aid of computer design software
116.
Modeling of hydration kinetics and shrinkage of Portland cement paste
117.
Grout impregnation of pre-placed recycled concrete pavement (RCP) for rapid repair of deteriorated Portland cement concrete airfield pavements
118.
Characterization via nuclear magnetic resonance of Portland cement and related materials
119.
Mechanical properties of Portland cement and its constituents at the nano-level
120.
Freeze-thaw durability of portland cement concrete due to addition of crumb rubber aggregates
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