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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">madi</journal-id><journal-title-group><journal-title xml:lang="ru">Автомобиль. Дорога. Инфраструктура. = Avtomobil'. Doroga. Infrastruktura.</journal-title><trans-title-group xml:lang="en"><trans-title>Avtomobil'. Doroga. Infrastruktura.</trans-title></trans-title-group></journal-title-group><issn pub-type="epub">2409-7217</issn><publisher><publisher-name>МАДИ</publisher-name></publisher></journal-meta><article-meta><article-id custom-type="elpub" pub-id-type="custom">madi-338</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>Вопросы транспортного строительства</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="en"><subject>Issues of transport construction</subject></subj-group></article-categories><title-group><article-title>НАПРЯЖЕННО-ДЕФОРМИРОВАННОЕ СОСТОЯНИЕ ГРУНТОВОГО МАССИВА И КОНСТРУКЦИИ ПОДЗЕМНОГО СООРУЖЕНИЯ, ВОЗВЕДЕННОГО ВБЛИЗИ ЭКСПЛУАТИРУЕМОГО ТОННЕЛЯ</article-title><trans-title-group xml:lang="en"><trans-title>STRESS-STRAIN STATE OF THE SOIL SOLID MASSIF AND UNDERGROUND CONSTRACTION ERECTED NEAR THE EXPLOITED TUNNEL</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Маковский</surname><given-names>Лев Вениаминович</given-names></name><name name-style="western" xml:lang="en"><surname>Makovsky</surname><given-names>Lev V.</given-names></name></name-alternatives><bio xml:lang="ru"><p>канд. техн. наук, проф.</p></bio><bio xml:lang="en"><p>Ph. D., professor</p></bio><email xlink:type="simple">mosti@list.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>Боев</surname><given-names>Артем Олегович</given-names></name><name name-style="western" xml:lang="en"><surname>Boev</surname><given-names>Artem O.</given-names></name></name-alternatives><bio xml:lang="ru"><p>студент</p></bio><bio xml:lang="en"><p>student</p></bio><email xlink:type="simple">mosti@list.ru</email><xref ref-type="aff" rid="aff-1"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru">МАДИ<country>Россия</country></aff><aff xml:lang="en">MADI<country>Russian Federation</country></aff></aff-alternatives><pub-date pub-type="collection"><year>2016</year></pub-date><pub-date pub-type="epub"><day>09</day><month>01</month><year>2017</year></pub-date><volume>0</volume><issue>4(10)</issue><fpage>4</fpage><lpage>4</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Маковский Л.В., Боев А.О., 2016</copyright-statement><copyright-year>2016</copyright-year><copyright-holder xml:lang="ru">Маковский Л.В., Боев А.О.</copyright-holder><copyright-holder xml:lang="en">Makovsky L.V., Boev A.O.</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.adi-madi.ru/madi/article/view/338">https://www.adi-madi.ru/madi/article/view/338</self-uri><abstract><p>В работе рассмотрены особенности напряженно-деформированного состояния (НДС) грунтового массива и подземных объектов, а также особенности их взаимного влияния. Приведены некоторые результаты численного моделирования работы элементов сооружений.</p></abstract><trans-abstract xml:lang="en"><p>The paper discusses the features of the stress-strain state (SSS) of the soil massif and underground objects, and features of their mutual influence. Some results of the numerical simulation of operation of construction elements.</p></trans-abstract><kwd-group xml:lang="ru"><kwd>напряженно-деформированное состояние</kwd><kwd>котлован</kwd><kwd>эксплуатируемые тоннели метрополитена</kwd><kwd>анализ методом конечных элементов</kwd></kwd-group><kwd-group xml:lang="en"><kwd>stress-strained state</kwd><kwd>foundation pit</kwd><kwd>existing metro structure</kwd><kwd>finite element analysis</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">Булычев, Н.С. Теория расчета конструкций подземных сооружений / Н.С. 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