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<article 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" xmlns:ali="http://www.niso.org/schemas/ali/1.0/" article-type="research-article" dtd-version="1.2" xml:lang="en"><front><journal-meta><journal-id journal-id-type="publisher-id">Structural Mechanics of Engineering Constructions and Buildings</journal-id><journal-title-group><journal-title xml:lang="en">Structural Mechanics of Engineering Constructions and Buildings</journal-title><trans-title-group xml:lang="ru"><trans-title>Строительная механика инженерных конструкций и сооружений</trans-title></trans-title-group></journal-title-group><issn publication-format="print">1815-5235</issn><issn publication-format="electronic">2587-8700</issn><publisher><publisher-name xml:lang="en">Peoples’ Friendship University of Russia named after Patrice Lumumba (RUDN University)</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="publisher-id">11031</article-id><article-categories><subj-group subj-group-type="toc-heading" xml:lang="en"><subject>Articles</subject></subj-group><subj-group subj-group-type="toc-heading" xml:lang="ru"><subject>Статьи</subject></subj-group><subj-group subj-group-type="article-type"><subject>Research Article</subject></subj-group></article-categories><title-group><article-title xml:lang="en">ESTIMATION OF THE SIZES OF SOLID GROUND, ASKED AT THE SPATIAL CALCULATIONS OF UNDERGROUND STRUCTURES, BASED ON THE CONDITIONS OF ATTENUATION OF ITS STRESS-STRAIN STATE</article-title><trans-title-group xml:lang="ru"><trans-title>ОЦЕНКА РАЗМЕРОВ МАССИВА ГРУНТА, ЗАДАВАЕМОГО ПРИ ПРОСТРАНСТВЕННЫХ РАСЧЕТАХ ПОДЗЕМНЫХ СООРУЖЕНИЙ, ИСХОДЯ ИЗ УСЛОВИЙ ЗАТУХАНИЯ ЕГО НАПРЯЖЕННО-ДЕФОРМИРОВАННОГО СОСТОЯНИЯ</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author"><name-alternatives><name xml:lang="en"><surname>Tran</surname><given-names>Xuan Linh</given-names></name><name xml:lang="ru"><surname>ЧАН</surname><given-names>СУАН ЛИНЬ</given-names></name></name-alternatives><bio xml:lang="ru">аспирант</bio><email>tranxuanlinh6987@gmail.com</email><xref ref-type="aff" rid="aff1"/></contrib></contrib-group><aff-alternatives id="aff1"><aff><institution xml:lang="en">Moskovskiy gosudarstvenniy universitet putey soobscheniya (MIIT)</institution></aff><aff><institution xml:lang="ru">Московский государственный университет путей сообщения (МИИТ)</institution></aff></aff-alternatives><pub-date date-type="pub" iso-8601-date="2013-04-15" publication-format="electronic"><day>15</day><month>04</month><year>2013</year></pub-date><issue>4</issue><issue-title xml:lang="en">NO4 (2013)</issue-title><issue-title xml:lang="ru">№4 (2013)</issue-title><fpage>41</fpage><lpage>42</lpage><history><date date-type="received" iso-8601-date="2016-09-12"><day>12</day><month>09</month><year>2016</year></date></history><permissions><copyright-statement xml:lang="en">Copyright ©; 2016, Structural Mechanics of Engineering Constructions and Buildings</copyright-statement><copyright-statement xml:lang="ru">Copyright ©; 2016, Строительная механика инженерных конструкций и сооружений</copyright-statement><copyright-year>2016</copyright-year><copyright-holder xml:lang="en">Structural Mechanics of Engineering Constructions and Buildings</copyright-holder><copyright-holder xml:lang="ru">Строительная механика инженерных конструкций и сооружений</copyright-holder><ali:free_to_read xmlns:ali="http://www.niso.org/schemas/ali/1.0/"/></permissions><self-uri xlink:href="https://journals.rudn.ru/structural-mechanics/article/view/11031">https://journals.rudn.ru/structural-mechanics/article/view/11031</self-uri><abstract xml:lang="en">The article presents the results of calculation of spatial models of systems “shell – soil array” at different sizes array. Estimation of influence of its size on the stress-strain state of the array and embedded in its underground structure.</abstract><trans-abstract xml:lang="ru">В статье приведены результаты расчета пространственных моделей системы «оболочка – грунтовый массив» при разных размерах массива. Дана оценка влияния его размеров на напряженно-деформированное состояние массива и заложенного в нем подземного сооружения.</trans-abstract><kwd-group xml:lang="en"><kwd>cylindrical shell</kwd><kwd>soil array</kwd><kwd>the stress-strain state</kwd></kwd-group><kwd-group xml:lang="ru"><kwd>цилиндрическая оболочка</kwd><kwd>грунтовый массив</kwd><kwd>напряженно-деформированное состояние</kwd></kwd-group></article-meta></front><body></body><back><ref-list><ref id="B1"><label>1.</label><mixed-citation>Савин Г. Н. Распределение напряжений около отверстий. – М.: Наукова Думка, 1968. – 891 с. R e f e r e n c e s 1. Savin, G. N. (1968). Raspredelenie naprizhenii okolo otverschii, Moscow: Naukova Dumka, 891p.</mixed-citation></ref></ref-list></back></article>
