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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">gtcrust</journal-id><journal-title-group><journal-title xml:lang="ru">Геодинамика и тектонофизика</journal-title><trans-title-group xml:lang="en"><trans-title>Geodynamics &amp; Tectonophysics</trans-title></trans-title-group></journal-title-group><issn pub-type="epub">2078-502X</issn><publisher><publisher-name>Institute of the Earth's crust of the Russian Academy of Sciences, Siberian Branch</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.5800/GT-2022-13-1-0577</article-id><article-id custom-type="elpub" pub-id-type="custom">gtcrust-1430</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>ТЕКТОНОФИЗИКА</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="en"><subject>TECTONOPHYSICS</subject></subj-group></article-categories><title-group><article-title>АЛГОРИТМ РАСЧЕТА ВЕЛИЧИН НЕОТЕКТОНИЧЕСКИХ НАПРЯЖЕНИЙ ПЛАТФОРМЕННЫХ ТЕРРИТОРИЙ В СТРУКТУРНО-ГЕОМОРФОЛОГИЧЕСКОМ МЕТОДЕ</article-title><trans-title-group xml:lang="en"><trans-title>ALGORITHM FOR CALCULATING NEOTECTONIC STRESSES IN PLATFORM AREAS BY THE STRUCTURAL-GEOMORPHOLOGICAL METHOD</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>Ребецкий</surname><given-names>Ю. Л.</given-names></name><name name-style="western" xml:lang="en"><surname>Rebetskiy</surname><given-names>Yu. L.</given-names></name></name-alternatives><bio xml:lang="ru"><p>123242, Москва, ул. Большая Грузинская, 10, стр. 1</p></bio><bio xml:lang="en"><p>Yuri L. Rebetsky</p><p>10-1 Bolshaya Gruzinskaya St, Moscow 123242</p></bio><email xlink:type="simple">reb@ifz.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>Сим</surname><given-names>Л. А.</given-names></name><name name-style="western" xml:lang="en"><surname>Sim</surname><given-names>L. A.</given-names></name></name-alternatives><bio xml:lang="ru"><p>123242, Москва, ул. Большая Грузинская, 10, стр. 1</p></bio><bio xml:lang="en"><p>10-1 Bolshaya Gruzinskaya St, Moscow 123242</p></bio><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Маринин</surname><given-names>А. В.</given-names></name><name name-style="western" xml:lang="en"><surname>Marinin</surname><given-names>A. V.</given-names></name></name-alternatives><bio xml:lang="ru"><p>123242, Москва, ул. Большая Грузинская, 10, стр. 1</p></bio><bio xml:lang="en"><p>10-1 Bolshaya Gruzinskaya St, Moscow 123242</p></bio><xref ref-type="aff" rid="aff-1"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru"><institution>Институт физики Земли им. О.Ю. Шмидта РАН</institution><country>Россия</country></aff><aff xml:lang="en"><institution>Schmidt Institute of Physics of the Earth, Russian Academy of Sciences</institution><country>Russian Federation</country></aff></aff-alternatives><pub-date pub-type="collection"><year>2022</year></pub-date><pub-date pub-type="epub"><day>22</day><month>03</month><year>2022</year></pub-date><volume>13</volume><issue>1</issue><fpage>577</fpage><lpage>577</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Ребецкий Ю.Л., Сим Л.А., Маринин А.В., 2022</copyright-statement><copyright-year>2022</copyright-year><copyright-holder xml:lang="ru">Ребецкий Ю.Л., Сим Л.А., Маринин А.В.</copyright-holder><copyright-holder xml:lang="en">Rebetskiy Y.L., Sim L.A., Marinin A.V.</copyright-holder><license xml:lang="ru" license-type="creative-commons-attribution" xlink:href="https://creativecommons.org/licenses/by/4.0/" xlink:type="simple"><license-p>Данная работа распространяется под лицензией Creative Commons Attribution 4.0.</license-p></license><license xml:lang="en" 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.gt-crust.ru/jour/article/view/1430">https://www.gt-crust.ru/jour/article/view/1430</self-uri><abstract><p>Предложен алгоритм расчета величин напряжений, базирующийся на результатах реконструкции, выполненной структурно-геоморфологическим методом Л.А. Сим для платформенных областей. Этот метод позволяет для зон сдвигания на основе линеаментного анализа космо- и фотоснимков и палетки Гзовского определять ориентацию осей главных напряжений и выделять линеаменты, характеризующие активные разломы фундамента, скрытые осадочным чехлом. Предлагается к совокупности таких данных применять алгоритм второго этапа метода катакластического анализа разрывных смещений, в котором с помощью диаграммы Мора производится расчет величин напряжений, нормированных на прочность сцепления массива. Далее для определения значения прочности сцепления и абсолютных величин напряжений используются данные о величине литостатического давления и давления флюида в трещинно-поровом пространстве массива (измеряется или директивно подбирается). Алгоритм расчета напряжений тестировался на небольшом участке (площадь космоснимка 60×60 км) вблизи территориального округа Северск – южного обрамления Западно-Сибирской платформы. Проведенные расчеты показали, что при вариации флюидного давления от гидростатических значений до вдвое бόльших прочность сцепления массива пород осадочного чехла у его подошвы (глубина 500 м) находится в пределах 41.0–16.8 бар, а уровень максимальных касательных напряжений – в диапазоне значений 75–31 бар.</p></abstract><trans-abstract xml:lang="en"><p>An algorithm for calculating stress values proposed here is based on the results of reconstruction performed by L.A. Sim’s structural-geomorphological method for platform areas. This method makes it possible to determine the orientation of the axes of principal stresses for the shear zones from the lineament analysis of satellite images and photographs and Gzovsky’s palette, and to identify the lineaments characterizing the basement active faults which are covered by sediments. It is proposed that the dataset obtained will be subjected to the algorithm of the second-stage method of Cataclastic Analysis of faulting displacements, in which the Mohr diagram is used to calculate the stress values normalized for the cohesion strength of the massif. The further determination of the cohesion strength and absolute stress values is based on the data for lithostatic pressure and fluid pressure in the fracture-pore space of the massif (either measured or prescriptive). The stress calculation algorithm was tested on a small area (60 square km of satellite imagery) near the territorial district of Seversk – the southern border of the West Siberian Platform. The calculations have shown that with the fluid pressure variations ranging from hydrostatic values to twice higher than those, the cohesion strength of a rock mass at the base of the sedimentary cover (500 m depth) is in the range of 41.0 to 16.8 bar, and the level of maximum tangential stresses lies in the range of 75 to 31 bar.</p></trans-abstract><kwd-group xml:lang="ru"><kwd>космический снимок</kwd><kwd>линеамент</kwd><kwd>разрыв</kwd><kwd>трещина</kwd><kwd>сдвиг</kwd><kwd>ось главного напряжения</kwd><kwd>величина напряжения</kwd><kwd>прочность сцепления</kwd><kwd>флюидное давление</kwd><kwd>эффективное давление</kwd><kwd>диаграмма Мора</kwd><kwd>круг Мора</kwd><kwd>структурно-геоморфологический метод</kwd></kwd-group><kwd-group xml:lang="en"><kwd>satellite image</kwd><kwd>lineament</kwd><kwd>fault</kwd><kwd>fracture</kwd><kwd>shift</kwd><kwd>principal stress axis</kwd><kwd>stress value</kwd><kwd>cohesion strength</kwd><kwd>fluid pressure</kwd><kwd>effective pressure</kwd><kwd>Mohr diagram</kwd><kwd>Mohr circle</kwd><kwd>structural geomorphological method</kwd></kwd-group><funding-group><funding-statement xml:lang="ru">Работа в части развития методов тектонофизики выполнена в рамках госзадания Института физики Земли РАН.</funding-statement><funding-statement xml:lang="en">The work on the developmment of tectonophysical methods has been done in accordance with the state assignment for the Institute of Physics of the Earth, Russian Academy of Sciences.</funding-statement></funding-group></article-meta></front><back><ref-list><title>References</title><ref id="cit1"><label>1</label><citation-alternatives><mixed-citation xml:lang="ru">Angelier J., 1975. 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