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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="en"><front><journal-meta><journal-id journal-id-type="publisher-id">gscience</journal-id><journal-title-group><journal-title xml:lang="en">Mining Science and Technology (Russia)</journal-title><trans-title-group xml:lang="ru"><trans-title>Горные науки и технологии</trans-title></trans-title-group></journal-title-group><issn pub-type="epub">2500-0632</issn><publisher><publisher-name>The National University of Science and Technology MISiIS (NUST MISIS)</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.17073/2500-0632-2023-12-192</article-id><article-id custom-type="elpub" pub-id-type="custom">gscience-830</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="en"><subject>MINING ROCK PROPERTIES. ROCK MECHANICS AND GEOPHYSICS</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="ru"><subject>СВОЙСТВА ГОРНЫХ ПОРОД. ГЕОМЕХАНИКА И ГЕОФИЗИКА</subject></subj-group></article-categories><title-group><article-title>Assessment of rating parameters of the rock mass conditions at Udachny underground mine deep levels</article-title><trans-title-group xml:lang="ru"><trans-title>Оценка рейтинговых показателей состояния горного массива глубоких горизонтов подземного рудника Удачный</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author" corresp="yes"><contrib-id contrib-id-type="orcid">https://orcid.org/0000-0001-7280-7784</contrib-id><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Серебряков</surname><given-names>Е. В.</given-names></name><name name-style="western" xml:lang="en"><surname>Serebryakov</surname><given-names>E. V.</given-names></name></name-alternatives><bio xml:lang="ru"><p>Евгений Валерьевич Серебряков – кандидат геолого-минералогических наук, научный сотрудник лаборатории инженерной геологии и геоэкологии</p><p>г. Иркутск</p></bio><bio xml:lang="en"><p>Evgeny V. Serebryakov – Cand. Sci. (Geol. and Mineral.), Researcher at the Laboratory of Engineering Geology and Geoecology</p><p>Irkutsk</p></bio><email xlink:type="simple">serebryakov.e.v@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>Зайцев</surname><given-names>И. А.</given-names></name><name name-style="western" xml:lang="en"><surname>Zaytsev</surname><given-names>I. A.</given-names></name></name-alternatives><bio xml:lang="ru"><p>Илья Анатольевич Зайцев – главный геолог</p><p>г. Мирный</p></bio><bio xml:lang="en"><p>Ilya A. Zaytsev – Chief Geologist</p><p>Mirny</p></bio><email xlink:type="simple">zaytsevia@alrosa.ru</email><xref ref-type="aff" rid="aff-2"/></contrib><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Потака</surname><given-names>А. А.</given-names></name><name name-style="western" xml:lang="en"><surname>Potaka</surname><given-names>A. A.</given-names></name></name-alternatives><bio xml:lang="ru"><p>Андрей Анатольевич Потака – начальник отдела геотехнического мониторинга</p><p>г. Мирный</p></bio><bio xml:lang="en"><p>Andrey A. Potaka – Head of the Geotechnical Monitoring Department</p><p>Mirny</p></bio><email xlink:type="simple">potakaaa@alrosa.ru</email><xref ref-type="aff" rid="aff-2"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru">Институт земной коры СО РАН<country>Россия</country></aff><aff xml:lang="en">Institute of Earth Crust SB RAS<country>Russian Federation</country></aff></aff-alternatives><aff-alternatives id="aff-2"><aff xml:lang="ru">Удачнинский горно-обогатительный комбинат, ПАО «АК «АЛРОСА»<country>Россия</country></aff><aff xml:lang="en">Udachny Mining and Processing Complex, PJSC AK ALROSA<country>Russian Federation</country></aff></aff-alternatives><pub-date pub-type="collection"><year>2024</year></pub-date><pub-date pub-type="epub"><day>17</day><month>10</month><year>2024</year></pub-date><volume>9</volume><issue>3</issue><fpage>206</fpage><lpage>220</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Serebryakov E.V., Zaytsev I.A., Potaka A.A., 2024</copyright-statement><copyright-year>2024</copyright-year><copyright-holder xml:lang="ru">Серебряков Е.В., Зайцев И.А., Потака А.А.</copyright-holder><copyright-holder xml:lang="en">Serebryakov E.V., Zaytsev I.A., Potaka 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://mst.misis.ru/jour/article/view/830">https://mst.misis.ru/jour/article/view/830</self-uri><abstract><p>Geotechnical rating classification systems of rock masses are an important tool in the design of underground mining systems. They are especially relevant at the early stages of project development, when primary mining and geological information is available to a limited extent. The presented work shows an approach to the collection of initial information and calculation of RMR (Rock Mass Rating) and Q Index for the rock mass of deep levels of the Udachny underground mine exploiting the kimberlite pipe of the same name. Since the classifications are multi-component systems, they impose heavy demands on the scope and quality of primary data, which can be met by applying an integrated data collection system. The bulk of these were obtained by acoustic televiewer tool (ATV) combined with geologic and structural logging of non-oriented core. Data on physical and mechanical properties of rocks, stress-strain state, and hydrogeological conditions were also used. The ratings were calculated interval by interval along holes, in which acoustic logging was performed. The acoustic wave amplitude parameter, which depends on the physical properties of a rock mass and the degree of its structural disturbance, was proposed as one of the criteria for distinguishing geotechnical intervals. The moderate level of correspondence between Q and RMR systems was established to be due to the different “sensitivity” and structure of the input parameters. Using the calculated ratings, the rock masses of ore bodies and host sediments were evaluated for stability (classes/categories have been assigned), and the optimal method and parameters of workings support were determined. The geotechnical database accumulated during the research process provides the feasibility of calculating alternative ratings such as MRMR, RMi, GSI, etc., without the use of transient equations.</p></abstract><trans-abstract xml:lang="ru"><p>Геомеханические рейтинговые классификации массивов являются важным инструментом при проектировании подземных технологий отработки месторождений. Особенно актуальны они на ранних стадиях разработки проекта, когда первичная горно-геологическая информация доступна в ограниченном объеме. В представляемой работе показан подход к сбору исходной информации и расчету рейтинга RMR и индекса Q для массива горных пород глубоких горизонтов подземного рудника Удачный, отрабатывающего одноименную кимберлитовую трубку. Поскольку классификации являются многокомпонентными системами, они предъявляют высокие требования по объему и качеству первичной информации, выполнение которых возможно путем применения комплексной системы сбора данных. Основной их объем получен посредством акустического телевьюверного каротажа, совмещенного с геолого-структурной документацией неориентированного керна. Также использованы данные о физико-механических свойствах пород, напряженно-деформированном состоянии и гидрогеологических условиях. Расчет рейтингов произведен поинтервально вдоль стволов скважин, в которых производился акустический каротаж. В качестве одного из критериев для выделения геомеханических интервалов предложен параметр амплитуды акустической волны, зависящий от физических свойств породного массива и степени его структурной нарушенности. Установлен средний уровень связи между Q и RMR, что обусловлено разной «чувствительностью» и структурой входных параметров. С помощью рассчитанных рейтингов массив рудных тел и вмещающих отложений оценен по степени устойчивости (присвоены классы/категории), а также определены оптимальные способ и параметры крепления выработок. Накопленная в процессе проведения исследований база геомеханических данных обеспечивает возможность расчета альтернативных рейтингов, таких как MRMR, RMi, GSI и др., без использования переходных уравнений.</p></trans-abstract><kwd-group xml:lang="ru"><kwd>рейтинговая классификация</kwd><kwd>RMR</kwd><kwd>Q</kwd><kwd>кимберлитовая трубка Удачная</kwd><kwd>телевьювер</kwd><kwd>трещиноватость</kwd><kwd>устойчивость массива</kwd><kwd>крепление</kwd></kwd-group><kwd-group xml:lang="en"><kwd>rating classification</kwd><kwd>RMR</kwd><kwd>Q</kwd><kwd>Udachnaya kimberlite pipe</kwd><kwd>televiewer</kwd><kwd>jointing</kwd><kwd>rock mass stability</kwd><kwd>supports</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">Bieniawski Z. T. Engineering classification of jointed rock masses. 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