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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" article-type="research-article" dtd-version="1.1d1" xml:lang="en"><front><journal-meta><journal-id journal-id-type="publisher">Kazakhstan journal for oil &amp; gas industry</journal-id><journal-title-group><journal-title>Kazakhstan journal for oil &amp; gas industry</journal-title></journal-title-group><issn publication-format="print">2707-4226</issn><issn publication-format="electronic">2957-806X</issn><publisher><publisher-name>KMG Engineering</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="publisher-id">108708</article-id><article-id pub-id-type="doi">10.54859/kjogi108708</article-id><article-categories><subj-group subj-group-type="heading"><subject>Review Article</subject></subj-group></article-categories><title-group><article-title>Geomechanical modeling aspects in support of hydraulic fracturing operations</article-title></title-group><contrib-group><contrib contrib-type="author"><name name-style="western"><surname>Iastrebov</surname><given-names>Pavel V.</given-names></name><email>yastrebov.pv@gazprom-neft.ru</email><uri content-type="orcid">https://orcid.org/0009-0000-0032-8864</uri><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author"><name name-style="western"><surname>Prodan</surname><given-names>Artem S.</given-names></name><email>prodan.as@gazprom-neft.ru</email><uri content-type="orcid">https://orcid.org/0009-0009-4543-3866</uri><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author"><name name-style="western"><surname>Rodionov</surname><given-names>Viktor V.</given-names></name><email>rodionov.vvl@gazprom-neft.ru</email><uri content-type="orcid">https://orcid.org/0000-0001-6253-2115</uri><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author"><name name-style="western"><surname>Ugryumov</surname><given-names>Alexander S.</given-names></name><email>ugryumov.as@gazprom-neft.ru</email><uri content-type="orcid">https://orcid.org/0009-0005-1109-7148</uri><xref ref-type="aff" rid="aff-1"/></contrib></contrib-group><aff id="aff-1">Gazpromneft – Technology Partnerships LLC</aff><pub-date date-type="epub" iso-8601-date="2024-10-18" publication-format="electronic"><day>18</day><month>10</month><year>2024</year></pub-date><volume>6</volume><issue>3</issue><fpage>59</fpage><lpage>71</lpage><history><pub-date date-type="received" iso-8601-date="2024-01-24"><day>24</day><month>01</month><year>2024</year></pub-date><pub-date date-type="accepted" iso-8601-date="2024-09-05"><day>05</day><month>09</month><year>2024</year></pub-date></history><permissions><copyright-statement>Copyright © 2024, Iastrebov P.V., Prodan A.S., Rodionov V.V., Ugryumov A.S.</copyright-statement><copyright-year>2024</copyright-year></permissions><abstract>&lt;p&gt;This paper describes the main aspects and nuances of geomechanical modeling that must be considered when supporting hydraulic fracturing operations and providing engineering support of projects. A key feature of geomechanical modeling for hydraulic fractures aims or self-induced fracturing in mature fields is the estimation of reservoir pressure, particularly in the vicinity of production and injection wells. In addition, this has a significant impact on stress anisotropy, which is the primary factor affecting the geometry of the hydraulic fracture and the surrounding induced stress field. It is also crucial to monitor geomechanical core studies, ensure quality control of samples, and accurately process research results since the profiles of elastic-strength properties and stresses depend on these factors. This paper also addresses fracturing, including its measurement, calculations, and the prediction of its spatial orientation and intensity.&lt;/p&gt;</abstract><kwd-group xml:lang="en"><kwd>geomechanics</kwd><kwd>anisotropy</kwd><kwd>stress polygon</kwd><kwd>hydraulic fracturing gradient</kwd><kwd>wellbore stability</kwd><kwd>hydraulic fracturing port</kwd><kwd>fracture lamps</kwd></kwd-group><kwd-group xml:lang="kk"><kwd>геомеханика</kwd><kwd>анизотропия</kwd><kwd>кернеу полигоны</kwd><kwd>ҚГЖ градиенті</kwd><kwd>ұңғыма оқпанының тұрақтылығы</kwd><kwd>ГРП порты</kwd><kwd>жарықшақтық тығыздығы</kwd></kwd-group><kwd-group xml:lang="ru"><kwd>геомеханика</kwd><kwd>анизотропия</kwd><kwd>полигон напряжений</kwd><kwd>градиент ГРП</kwd><kwd>устойчивость ствола скважины</kwd><kwd>порт ГРП</kwd><kwd>плотность трещиноватости</kwd></kwd-group></article-meta></front><body></body><back><ref-list><ref id="B1"><label>1.</label><mixed-citation>Morrill JC, Miskimins JL. 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