62-71 p.
Results of a research of the damping properties of cement aggregates with different water cement relation, with the component super – and hyper plasticisers, fillers – ground quartz and microsilicon dioxide, quartz sands of different fineness in case of cyclic influence of the increased humidity and the variable increased temperatures are given in the article. The damping properties of cement aggregates are determined by a resonant method. Keeping of samples in the conditions of raised temperatures and humidity significantly influences the decrement of oscillations practically of all compositions. It is set that the damping properties of cement aggregates are defined by the damping properties of a cement stone; introduction to composition of the cement test super - and hyper plasticisers leads to lowering of this index; adding in composition of the cement test of powders of microquartz and microsilicon dioxide causes essential increase the damping properties of a cement stone with super - and hyper plasticiser.
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2. YAkovlev A.P. Dissipativnye svojstva neodnorodnyh materialov i sistem. Kiev: Nauk. dumka, 1985. 248 s.
3. Dr. D.V., Prasada Rao, N.Lakshmi Narayana. Properties of multi component composite cement concrete // International Journal of Engineering Research and General Science. 2017. V. 5. Issue 1. P. 54 – 61.
4. Vijaya Gowri T., Sravana P., Srinivasa Rao P. Studies on strength behavior of high volumes of slag concrete // IJRET. 2014. V. 03. I. 04. P. 1 – 12.
5. Amoo K., Adefisan O.O., A.O. Olorunnisola, Development and Evaluation of Cement-Bonded Composite Tiles Reinforced with Cissus Populnea Fibres // International Journal of Composite Materials. 2016. V. 6. N4. P. 133 – 139. doi: 10.5923/j.cmaterials.20160604.06.
6. Erofeeva I., Afonin V., Fedortsov V., Emelyanov D., Podzhivotov N. и Zotkina M. Исследование поведения цементных композитов в условиях повышенной влажности и переменных положительных температур // International Journal for Computational Civil and Structural Engineering. 13, 4 (дек. 2017), 66-81. DOI:https://doi.org/10.22337/2587-9618-2017-13-4-66-81.
7. Vliyanie reakcionno-aktivnyh dobavok na prochnostnye svojstva plastificirovannogo cementnogo kamnya / E.V. Gulyaeva, I.V. Erofeeva, V.I. Kalashnikov i dr. // Molodoj uchenyj. 2014. S. 194 – 197.
8. Kalashnikov V.I., Erofeeva I.V. Vysokoprochnye betony novogo pokoleniya // Materials of the XII International scientific and practical conference, «Science without borders». 2016. S. 82 – 84.
9. Kalashnikov V.I., Erofeev V.T., Tarakanov O.V. Suspenzionno-napolnennye betonnye smesi dlya poroshkovo-aktivirovannyh betonov novogo pokoleniya // Izv. vyssh. ucheb. zavedenij «Stroitel'stvo». 2016. №4. S. 38 – 37.
10. Nanogidrosilikatnye tekhnologii v proizvodstve betonov / V.I. Kalashnikov, V.T. Erofeev, M.N. Moroz i dr. // Stroit.materialy. 2014. №5. S. 89 – 91.
11. CHernyshev V.M. Patent №2086943 RF, MPK6 G01M 7/02, G01N 3/32. Sposob opredeleniya logarifmicheskogo dekrementa kolebanij. Opubl. 10.08.1997.
12. Erofeeva I., Kalashnikov V., Petukhov A. Explore the possibility of replacing for eign the hyperplasticizing additives combining them with cheaper domestic the hyperplasticizing additives // Building and architecture. 2014. P. 57 – 62.
13. Moroz M.N., Kalashnikov V.I., Erofeeva I.V. EHffektivnye betony novogo pokoleniya s nizkim udel'nym raskhodom cementa na edinicu prochnosti // Molodoj uchenyj. 2015. №6. S. 189 – 191.
14. Vysokoehffektivnye samouplotnyayushchiesya poroshkovo-aktivirovannye peschanye betony i fibrobetony / V.I. Kalashnikov, I.V. Erofeeva, V.M. Volodin i dr. // Sovremennye problemy nauki i obrazovaniya. 2015. №1-2.
15. Kalashnikov V.I. Terminologiya nauki o betone novogo pokoleniya // Stroitel'nye materialy. 2011. №3. S. 103 – 106.

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