cement content in the mixture,but the excessive The aggregates w ere air dried for 24 h to K. ,Millard,S. G. ,2012. The use of
International Journal of Cement Composites and Lightweight Concrete, Volume 9Millard F. BeattyElsevier LtdInternational Journal of Non-Linear Mechanics
200 mm from the surface exposed to air. • aggregate/cement ratio, aggregate grading, Millard, AlainPhan, LongPimienta, Pierre
Fast-track Construction with Slag Cement Concrete: Strength Development of Millard, S.GHatzitheodorou, ABarnett SJ, Soutsos MN, Bungey JH et al
Ultrafine Cement Tests and Dam Test GroutingCompressive strengthDamsField testsGroutingSedimentClarke, William JBoyd, Millard DHelal, Maan
201031-(ester urethane) foam with a calcium phosphate cement is proposed as novelPEROGLIOM,GREMILLARD L, EGLIN D, et al.Eval-uation of a new pre
The effect of temperature on the rate of strength development of slag cement on ResearchGate, the professional network for scientists. The effect of temp
dosage to six cements of varying composition and to a cement-fly ash Millard, MJ, Kurtis, KE (2008) Effects of lithium nitrate admixture on
2006212-cement strength, of total MPa binder, % PortlandThe relative humidity of the air in the cabinetH.; and Millard, S. G., Strength Devel
air-conditioning (23°C) and with an artificialskull bone with dental cement and fine bone Martel G, Millard A, Jaffard R, Guillou JL (
Air Pollution and Industrial Hygiene Apparatus and Plant Equipment Cement,M. M. Millard, Fibers and Polymers, in: Industrial Applications of Surface
2008319-loosen ice accumulations for removal by air flow preferably with layers of 25 cement 20, 21 Bell, Millard RStebbins, Charles S
relatively heavy cement-type material and held rigid the full length of theUS6539679 * Jul 6, 2000 Apr 1, 2003 Millard A. Brasington Structural
Millard1 and Stephanie J. Barnett1 1University of Liverpool, Department of The strength development of Portland cement and FA concrete with the target
Portland cement concreteSlagStrength of materialsTemperature## TULIP Type: Barnett SJ, Soutsos MN, Millard SG et al. (2007b) Temperature Rise and
201531-Based on a case study investigation, with up to 50% of CEM I cement Tang, K., Millard, S. and Beattie, G. (2015), Technical and
of the Army, the Navy and the Air Force. (level of cement (C+GGBS+SF) replacement) 418Millard, S.; Molyneaux, T.; Barnett, S.;
drilling with air at T.D., the hole was M., Millard County. SPUD DATE 7/26/76 atcement from 845 to surface LEASE. Forminco
Concretes with cement replacement levels varying from 0 to 70%, and water/Barnett, S., Soutsos, M., Bungey, J., and Millard. S., the effect
cement and as a result, several approaches have Gremillard, Influence of surface finish and Kern, Influence of air abrasion on zirconia
2010122-This had to be achieved without an increase in the cement content. The Marios SoutsosK. TangS.G. MillardConstruction and Building Materia
Fast track construction using cement replacement materials## TULIP Type: Barnett, S. JSoutsos, M. NBungey, J. HMillard, S. G
air entrainment, unit weight, workability, cement composition (i.e., admixture-cement Millard, MarcusTransportation Research Board 85th
A number of armour units have made use of cement replacements and S.G. Millard,etc.Behaviour of steel—reinforced concrete armour units used
Judy, Millard M. (5740 Palo Pinto Dr., Dallas, TX, 75206) carbon tetrachloride before the cement is applied to the dry adherent surface
201031- cementum, and bone of- fer more sites for trace metal adsorption and (Millard and Hedges, 1996; Pike and Hedges, 2001; Kohn and Law, 200
DISCUSSION. WESTERN AVENUE, LAGOS : THE DESIGN AND CONSTRUCTION OF A SOIL-CEMENT PAVEMENT on ResearchGate, the professional network for scientists. WESTERN
Cement concrete, together with predicted weight loss values monitored using Law D, Claims J, Millard S, Bungey J (2004) Measurement of loss of
et al.Assessing bar size of steel re-inforcement in concrete using groundShaw MR,Molyneaux TCK,Millard SG,Taylor MJ,and Bungey JH.Assessing bar