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<article article-type="research-article" dtd-version="1.3" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xml:lang="ru"><front><journal-meta><journal-id journal-id-type="publisher-id">sovtends</journal-id><journal-title-group><journal-title xml:lang="ru">Современные тенденции в строительстве, градостроительстве и планировке территорий</journal-title><trans-title-group xml:lang="en"><trans-title>Modern Trends in Construction, Urban and Territorial Planning</trans-title></trans-title-group></journal-title-group><issn pub-type="epub">2949-1835</issn><publisher><publisher-name>Don State Technical University</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.23947/2949-1835-2022-1-1-24-33</article-id><article-id custom-type="elpub" pub-id-type="custom">sovtends-6</article-id><article-categories><subj-group subj-group-type="heading"><subject>Research Article</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="ru"><subject>Статьи</subject></subj-group></article-categories><title-group><article-title>Разработка лабораторных составов бетона на основе определенной сырьевой базы и ограничений при строительстве атомной электростанции «АККУЮ»</article-title><trans-title-group xml:lang="en"><trans-title>Development of Laboratory-made Compositions of Concrete Based on the Certain Raw Materials and Restrictions of the AKKUYU NPP Construction</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author" corresp="yes"><contrib-id contrib-id-type="orcid">https://orcid.org/0000-0002-4593-817X</contrib-id><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Развеева</surname><given-names>И. Ф.</given-names></name><name name-style="western" xml:lang="en"><surname>Razveeva</surname><given-names>I. F.</given-names></name></name-alternatives><bio xml:lang="ru"><p>старший преподаватель кафедры «Строительство уникальных зданий и сооружений»</p></bio><email xlink:type="simple">razveevai@mail.ru</email><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Иванченко</surname><given-names>С. А.</given-names></name><name name-style="western" xml:lang="en"><surname>Ivanchenko</surname><given-names>S. A.</given-names></name></name-alternatives><bio xml:lang="ru"><p>компания «Реопласт»</p></bio><email xlink:type="simple">sergey.ivanchenko@rheoplast.ru</email><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Бондаренко</surname><given-names>И. В.</given-names></name><name name-style="western" xml:lang="en"><surname>Bondarenko</surname><given-names>I. V.</given-names></name></name-alternatives><bio xml:lang="ru"><p>студент</p></bio><email xlink:type="simple">i.bondarenko@eucrst.com</email><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><contrib-id contrib-id-type="orcid">https://orcid.org/0000-0001-9359-9259</contrib-id><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Котенко</surname><given-names>М. П.</given-names></name><name name-style="western" xml:lang="en"><surname>Kotenko</surname><given-names>M. P.</given-names></name></name-alternatives><bio xml:lang="ru"><p>студент</p></bio><email xlink:type="simple">maria.kotencko2016@yandex.ru</email><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Федчишена</surname><given-names>А. А.</given-names></name><name name-style="western" xml:lang="en"><surname>Fedchishena</surname><given-names>A. A.</given-names></name></name-alternatives><bio xml:lang="ru"><p>студент</p></bio><email xlink:type="simple">afedchishena@mail.ru</email><xref ref-type="aff" rid="aff-1"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru">Донской государственный технический университет<country>Россия</country></aff><aff xml:lang="en">Don State Technical University<country>Russian Federation</country></aff></aff-alternatives><pub-date pub-type="collection"><year>2022</year></pub-date><pub-date pub-type="epub"><day>26</day><month>12</month><year>2022</year></pub-date><volume>1</volume><issue>1</issue><fpage>24</fpage><lpage>33</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Развеева И.Ф., Иванченко С.А., Бондаренко И.В., Котенко М.П., Федчишена А.А., 2022</copyright-statement><copyright-year>2022</copyright-year><copyright-holder xml:lang="ru">Развеева И.Ф., Иванченко С.А., Бондаренко И.В., Котенко М.П., Федчишена А.А.</copyright-holder><copyright-holder xml:lang="en">Razveeva I.F., Ivanchenko S.A., Bondarenko I.V., Kotenko M.P., Fedchishena A.A.</copyright-holder><license license-type="creative-commons-attribution" xlink:href="https://creativecommons.org/licenses/by/4.0/" xlink:type="simple"><license-p>This work is licensed under a Creative Commons Attribution 4.0 License.</license-p></license></permissions><self-uri xlink:href="https://www.stsg-donstu.ru/jour/article/view/6">https://www.stsg-donstu.ru/jour/article/view/6</self-uri><abstract><sec><title>Введение</title><p>Введение. Бетон является одним из наиболее часто применяемых материалов в строительстве, поэтому технологии его изготовления постоянно совершенствуются. В нашей статье мы разработаем лабораторные составы бетона на основе определенной сырьевой базы и ограничений, существующих на площадке при строительстве одной из АЭС в Турецкой Республике. Одним из результатов разработки технологии проектирования бетона является самоуплотняющийся бетон, который повышает устойчивость строительства из-за значительного сокращения потребляемой энергии. Самоуплотняющийся бетон – это разновидность бетона, который может полностью заполнить опалубку только самотеком, без необходимости вибрационного уплотнения. Его высокая текучесть и заполняющая способность – вот что дает ему преимущество перед обычным бетоном. Самоуплотняющийся бетон обладает высокой текучестью, высокой водоудерживающей способностью, хорошей прочностью. Задачей исследования являлось получение лабораторных составов бетона на основе определенной сырьевой базы и ограничений, существующих на строительной площадке.</p></sec><sec><title>Материалы и методы</title><p>Материалы и методы. Определен перечень сырья, потенциально отвечающего требованиям проектной документации. Подобраны составы бетонов с применением различных заполнителей, определено минимальное количество цемента, в том числе, с целью повышения коррозионной стойкости.</p></sec><sec><title>Результаты исследования</title><p>Результаты исследования. На основании имеющихся ограничений на строительной площадке и по итогам анализа сырьевых материалов с определением их оксидного состава было разработано 5 составов для каждой конструкции АЭС.</p></sec><sec><title>Обсуждение и заключения</title><p>Обсуждение и заключения. В исследовании выполнены все поставленные задачи, основными из которых являются: анализ рынка сырьевых материалов, проведение лабораторных исследований сырьевых материалов, определение их фактических физико-механических характеристик, определение компонентов, отвечающих нормам и требованиям, получение лабораторных составов бетонных смесей с классификацией по их назначению. Указаны перспективы дальнейших исследований.</p></sec></abstract><trans-abstract xml:lang="en"><sec><title>Introduction</title><p>Introduction. Concrete is one of the materials most frequently used in construction thus the technologies of its manufacturing are being constantly improved. In our article we will develop the laboratory-made compositions of concrete based on the certain raw materials resources and restrictions existing at the construction site of one of the nuclear power plants in the Republic of Türkiye. One of the results of elaborating the concrete composition design technology is the selfcompacting concrete that fosters sustainable construction due to significant reduction of energy consumption. Self–compacting concrete is a type of concrete that can completely fill in the formwork only by gravity, without need for concrete consolidating by vibration. Its high fluidity and filling capacity are its advantages over conventional concrete. Self-compacting concrete has high fluidity, high water retention capacity, good strength. The aim of the study was to obtain the laboratory-made compositions of concrete based on the certain raw materials resources and restrictions existing at the construction site.</p></sec><sec><title>Materials and methods</title><p>Materials and methods. The list of raw materials potentially meeting the design documentation requirements has been specified. The concrete compositions using various aggregates were selected, the minimum amount of cement was determined, aimed among other things at corrosion resistance improvement.</p></sec><sec><title>Results</title><p>Results. Based on the restrictions existing at the construction site and according to the results of raw materials analysis including their oxide composition specification, 5 compositions were developed for each of NPP engineering structures.</p><p>Discussion and conclusions. The study has completed all the tasks set forth, the main of which are: analysis of the raw materials market, laboratory studies of raw materials, specification of their actual physical and mechanical properties, identification of components meeting the standards and requirements, obtaining the laboratory-made compositions of concrete mixtures classified by their designation. The perspectives for further research are indicated.</p></sec></trans-abstract><kwd-group xml:lang="ru"><kwd>самоуплотняющийся бетон</kwd><kwd>бетон для строительства промышленных сооружений</kwd><kwd>коррозионная стойкость</kwd><kwd>агрессивное воздействие на бетон</kwd></kwd-group><kwd-group xml:lang="en"><kwd>self-compacting concrete</kwd><kwd>concrete for building the industrial structures</kwd><kwd>corrosion resistance</kwd><kwd>aggressive effect on concrete</kwd></kwd-group></article-meta></front><back><ref-list><title>References</title><ref id="cit1"><label>1</label><citation-alternatives><mixed-citation xml:lang="ru">An intelligent model for the prediction of the compressive strength of cementitious composites with ground granulated blast furnace slag based on ultrasonic pulse velocity measurements/ S. Czarnecki, M. Shariq, M. Nikoo, Ł. 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