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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">zldm</journal-id><journal-title-group><journal-title xml:lang="ru">Заводская лаборатория. Диагностика материалов</journal-title><trans-title-group xml:lang="en"><trans-title>Industrial laboratory. Diagnostics of materials</trans-title></trans-title-group></journal-title-group><issn pub-type="ppub">1028-6861</issn><issn pub-type="epub">2588-0187</issn><publisher><publisher-name>ООО «Издательство «ТЕСТ-ЗЛ»</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.26896/1028-6861-2017-83-12-52-57</article-id><article-id custom-type="elpub" pub-id-type="custom">zldm-603</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>ИССЛЕДОВАНИЕ СТРУКТУРЫ И СВОЙСТВ</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="en"><subject>STRUCTURE AND PROPERTIES INVESTIGATION</subject></subj-group></article-categories><title-group><article-title>ОПРЕДЕЛЕНИЕ МОДУЛЯ УПРУГОСТИ ГОРНЫХ ПОРОД ПРИ СЖАТИИ</article-title><trans-title-group xml:lang="en"><trans-title>DETERMINATION OF THE MODULUS OF ELASTICITY OF ROCKS UPON COMPRESSION</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>Сукнёв</surname><given-names>С. В.</given-names></name><name name-style="western" xml:lang="en"><surname>Suknev</surname><given-names>S. V.</given-names></name></name-alternatives><email xlink:type="simple">suknyov@igds.ysn.ru</email><xref ref-type="aff" rid="aff-1"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru"><institution>Институт горного дела Севера им. Н. В. Черского СО РАН, г. Якутск</institution><country>Россия</country></aff><aff xml:lang="en"><institution>N. V. Chersky Institute of Mining of the North SB RAS, Yakutsk</institution><country>Russian Federation</country></aff></aff-alternatives><pub-date pub-type="collection"><year>2017</year></pub-date><pub-date pub-type="epub"><day>01</day><month>12</month><year>2017</year></pub-date><volume>83</volume><issue>12</issue><fpage>52</fpage><lpage>57</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Сукнёв С.В., 2017</copyright-statement><copyright-year>2017</copyright-year><copyright-holder xml:lang="ru">Сукнёв С.В.</copyright-holder><copyright-holder xml:lang="en">Suknev S.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.zldm.ru/jour/article/view/603">https://www.zldm.ru/jour/article/view/603</self-uri><abstract><p>Проведен анализ стандартных методов лабораторного определения модуля упругости горных пород при одноосном сжатии, отмечены их преимущества и недостатки. Разработаны метод и стандарт организации, позволяющие физически корректно определять статические упругие свойства горных пород при изменении их состояния (температура, влажность). Испытание проводятся путем многократного нагружения образца в диапазоне малых обратимых деформаций. Перед испытаниями образец обязательно уплотняют (два цикла нагружения). На последующих циклах проверяют условия обратимости и линейности деформаций, затем их измеряют. Приведены примеры определения модуля упругости алевролитов вмещающих пород на месторождении алмазов трубки «Ботуобинская» в зависимости от температуры и влажности.</p><p> </p></abstract><trans-abstract xml:lang="en"><p>The standard methods of laboratory determination of the elasticity modulus of rocks under uniaxial compression are analyzed and their advantages and shortcomings are discussed. A test method and internal standard which enable physically correct determination of the static elastic properties of rocks upon change in their condition (temperature, moisture) are developed. Testing includes multiple loading of the specimen within the range of low reversible strains. The test is preceded by compulsory pre-compaction (2 loading cycles). Conditions of the reversibility and linearity of deformations are checked in subsequent cycles. The examples of determining the elasticity moduli of the siltstones of enclosing rocks from the «Botuobinskaya» diamond deposit as a function of their temperature and moisture are presented.</p></trans-abstract><kwd-group xml:lang="ru"><kwd>горные породы</kwd><kwd>сжатие</kwd><kwd>модуль упругости</kwd><kwd>низкие температуры</kwd><kwd>влажность</kwd></kwd-group><kwd-group xml:lang="en"><kwd>rock</kwd><kwd>compression</kwd><kwd>modulus of elasticity</kwd><kwd>low temperatures</kwd><kwd>moisture</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">Heap M. J., Faulkner D. R. Quantifying the evolution of static elastic properties as crystalline rock approaches failure / Int. J. Rock Mech. Min. Sci. 2008. Vol. 45. N. 4. P. 564 – 573.</mixed-citation><mixed-citation xml:lang="en">Heap M. J., Faulkner D. R. 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