This article shows high performance concretes’ role in modern construction and their effectiveness improvement processing method analysis. It was found that in present time and near future modified high performance concretes would be on high demand in construction works, which includes unique buildings and structures erection, in substitution of traditional concretes and mortars. It was defined that there are few main principles and criteria for structuring speeding and, in result, speeding of cement compositions hardening. One of which is mortar high degree supersaturation by solution products of clinker minerals in relation with crystalizing crystalline hydrates and sustaining this high supersaturation during all period of cement hydration crystallizing process until shielding is formed over cement grains.  It was showed that given requirements are achieved by next methods: using extra-strong Portland cements, reducing water ratio due to water-reducing admixture, using krents admixtures. It was discovered that lately krents admixtures, functioning as the structuring center, became more widespread. This work contains complex of modifiers, based on micro silica and plasticizer admixtures on basis of carboxylate resin. Micro silica is soot, particles of which represent amorphous silica specks with average cement finesses of near 20 sq m/g as a filler. Replacing part of the cement with micro silica allows highly implement super plasticizer fluxing action, and reduce water discharge in the dispersed system under the same gravity flow in 10 times comparing to normal slurries, and partially bond hydrated lime weak coarse-crystalline phase into hydrated calcium silicate, additionally strengthening cement brick structure and concrete on its basis. Article authors states that one of the most important methods of getting super concrete is use of high alite cement with concrete mixes low water/cement ratio with complex admixtures, based on plasticizers. In this case, balancing and hard aggregate close packing in all parts allows getting concrete with optimal structure and minimum void ratio.

ASTM C1202-05. (2005). Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration. West Conshohocken: ASTM International.

Batrakov, V.G., (2001). Concrete’s modifiers new possibilities. Maerials of the First All-Russian conference on concrete and ferro-concrete. Moskow.

Bazhenov, Y.M., Alimov, L.A., Voronin, V.V. and others. (2008). Technology of concrete, construction products and structures. Moskow: ACB Publishing.

Bazhenov, Y.M., Demianova, V.S., Kalashnikov, V.I. (2006). Modified high prospect concretes. Moskow: Construction Academic institutions association publishing.

Cast-in-situ construction on Russia territory: history and development prospects. (2015). ANTARES trade. http://antares-stroy.ru/encyclopedia/monolitnoe_stroitelstvo_na_territorii_rossii/

CCES-2004. (2004). Guide to Durability Design and Construction of Concrete Structures. Beijing: China Civil Engineering Society. 

Fagerlund, G. (1977). The Critical Degree of Saturation Method of Assessing the Freeze/Thaw Resistance of Concrete. Mater. Struct., 10(58), 379-382.

Fedosov, N.N., Klinchuk, E.S., Verbitskaya, T.L. (2010). New building materials.Building materials, 3, 67-68.

Felekoglu, B. (2008). Comparative Study on the Performance of Sands Rich and Poor in Fines in Self-compacting Concrete. Constr. Build. Mater., 22(4), 646-654.

Fernandes, V.A., Purnell, P., Still, G.T., et al. (2007). The Effect of Clay Content in Sands Used for Cementitious Materials in Developing Countries. Cem. Concr. Res., 37(5), 751-758.

GB/T 50080-2002. (2002). Standard for Test Method of Performance on Ordinary Fresh Concrete. Beijing: Ministry of Construction of the People’s Republic of China.

GB/T 50081-2002. (2002). Standard for Test Method of Mechanical Properties on Ordinary Concrete. Beijing: Ministry of Construction of the People’s Republic of China.

GB/T 50082-2009. (2009). Standard for Test Methods of Long-term Performance and Durability of Ordinary Concrete. Beijing: Ministry of Housing and Urban-Rural Development of the People’s Republic of China.

GOST 26633-91. (1991). Hеavy-weight and sand concretes. Specifications. Moskow: Standartinform.

Hosking, J.R., Pike, D.C. (1985). The Methylene Blue Dye Adsorption Test in Relation to Aggregate Drying Shrinkage. J. Chen. Technol. Biotechnol, 35(4), 185-194.

Komokhov, P.G, Shangina, N.N.  (2002). Modified cement concrete, its structure and properties. Cement, 1-2, 43-46.

Kudryavtsev, A.P. (2006), Development of constructional compositional materials of high strength and long working life in RAoAaCS. Building materials, equipment, technologies of XXI century, 5, 14-15.

Kuladzhi, T.V., Murtazaev, S.I., Taimaskhanov, K.E.,Aliiev, S.A., Mintsaev, M.S. (2015). Professor M. D. Kargopolov's matrix formula-an effective tool to find the cost of construction products. Indian Journal of Science and Technology, 8(29), 48-56.

Lesovik, V.S., Murtazaev, S-A.Y., Saidumov, M.S. (2012). Constructional composites on concrete scraps and rocks screening. Grozniy: MUE “Tipographia”.

Muñoz, J.F., Tejedor, M.I., Anderson, M.A., et al. (2010). Detection of Aggregate Clay Coatings and Impacts on Concrete. ACI Mater. J., 107(4), 387-395.

Murtazaev, S.-A.Y., Mintsaev, M.S., Saydumov, M.S., Aliev, S.A. (2015b). Strength and strain properties of concrete, comprising filler, produced by screening of waste crushed concrete. Modern Applied Science, 9(4), 32-44.

Murtazaev, S.-A.Y., Lesovik, V.S., Bataiev, D.K.-S., Chernysheva, N.V., Saidumov, M.S. (2015a). Fine-grainedcellular concrete creep analysis technique with consideration forcarbonation. Modern Applied Science, 9(4), 233-245.

Ng, S., Plank, J. (2012). Interaction Mechanisms between Na Montmorillonite Clay and MPEG-based Polycarboxylate Superplasticizers. Cem. Concr. Res., 42(6), 847-854.

Ramirez, J.L., Barcena, J.M., Urreta, J.I. (1990). Proposal for Limitation and Control of Fines in Calcareous Sands Based upon Their Influence in Some Concrete Properties. Mater. Struct., 23(4), 277-288.

Topcu, I.B., Ugurlu, A. (2003). Effect of the Use of Mineral Filler on the Properties of Concrete. Cem. Concr. Res., 33(7), 1071-1075.

Yool, A.I.G., Lees, T.P., Fried, A. (1998). Improvements to the Methylene Blue Dye Test for Harmful Clay in Aggregates for Concrete and Mortar. Cem. Concr. Res., 28(10), 1417-1428.