Safety and Reliability of Concrete Components in Water Supply and Disposal

Ye.V. Vasilieva; V.M. Fedorov

doi:10.4028/p-99p92b

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Formation of Alpha-Case Layer during Oxidation of Ti6Al4V Surface by Annealing at 1050 °C and Change of Microstructure after Different Cooling Rates
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Study of the Properties of Dust from the Production of Prebaked Anodes for its Use as a Reducing Agent in Silicon Smelting
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Safety and Reliability of Concrete Components in Water Supply and Disposal
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Investigation of the Use of Micronized Dunite Additive for Fine-Grained Concrete
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New Thermal Insulation Materials from Waste of Mechanical Processing of Wood
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HomeMaterials Science ForumMaterials Science Forum Vol. 1081Safety and Reliability of Concrete Components in...

Safety and Reliability of Concrete Components in Water Supply and Disposal

Abstract:

Water supply and disposal systems make an important part of the social vital activities. The operation features, reliability and longevity of water supply and disposal components made of concrete, mostly depend on the quality of concrete fillers taking up to 80% of the concrete volume and significantly affecting its properties. At the plants or construction sites the negative impact of such fillers is compensated by the increase in cement gaging which is not desirable. That is why, for the sake of cement stretch-out the authors suggest adding a dusty component to the conventional components of concrete mix. Along with improving the prefabricated unit quality and savings in the construction, the use of ash and expanded clay dust increases the utilization of this industrial waste, reduces the cost of maintaining ash and expanded clay dumps, and contributes to the protection of the environment from pollution.

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Periodical:

Materials Science Forum (Volume 1081)

Pages:

175-181

DOI:

https://doi.org/10.4028/p-99p92b

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Online since:

March 2023

Authors:

Ye.V. Vasilieva*, V.M. Fedorov

Keywords:

Longevity, Reinforced Concrete Components, Reliability, Safety, Strength, Water Supply System

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References

[1] V.M. Fedorov, Assessment of Reliability of Irrigation System Water Supply Network, Scientific Journal of KubSAU, No. 65(01) (2011) 10.

Google Scholar

[2] V.M. Fedorov, Safe and Reliable Hydrologic System Facilities Made of Rolled Concretes, Novocherkassk: Lik, 2019, p.166.

Google Scholar

[3] A.M. Pitersky, V.M. Fedorov, V.M. Pilipenko, Ye.A. Shlyakhova, A.A. Liskonov, Patent 2028279. RF, Method of Concrete Mix Preparation, Published on January 30, 1995, Bull. No. 4.

Google Scholar

[4] V.M. Fedorov, Water-Conveyance Structure from Polymer Materials, Water Supply Engineering and Amelioration. No. 1 (1982) 26-30.

Google Scholar

[5] V.A. Voznesensky, Statistical Methods of Experiment Planning in Technical&Economic Research, M.: Finance and Statistics, 1981, p.262.

Google Scholar

[6] V.M. Fedorov, Water Supply Facilities of Irrigation Systems, Rostov-on-Don – Novocherkassk: Temp, LLC, 2004, p.282.

Google Scholar

[7] A.E. Sheikin, SU 346668, USSR, Method for concrete longevity defining, Published on October 14, 1973, Bull. No. 37, p.57.

Google Scholar