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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">gesj</journal-id><journal-title-group><journal-title xml:lang="en">GEOGRAPHY, ENVIRONMENT, SUSTAINABILITY</journal-title><trans-title-group xml:lang="ru"><trans-title>GEOGRAPHY, ENVIRONMENT, SUSTAINABILITY</trans-title></trans-title-group></journal-title-group><issn pub-type="ppub">2071-9388</issn><issn pub-type="epub">2542-1565</issn><publisher><publisher-name>Russian Geographical Society</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.24057/2071-9388-2021-021</article-id><article-id custom-type="elpub" pub-id-type="custom">gesj-2070</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>Special Issue "Permafrost regions in transition"</subject></subj-group></article-categories><title-group><article-title>Automated Monitoring The Temperature Under Buildings With Pile Foundations In Salekhard (Preliminary Results)</article-title><trans-title-group xml:lang="ru"><trans-title></trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="western" xml:lang="en"><surname>Kamnev</surname><given-names>Yaroslav K.</given-names></name></name-alternatives><bio xml:lang="en"><p>Respubliki str. 20, Salekhard, Yamalo-Nenetskiy Autonomous District, Tyumen region, 629008</p></bio><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="western" xml:lang="en"><surname>Filimonov</surname><given-names>Mikhail Yu.</given-names></name></name-alternatives><bio xml:lang="en"><p>S. Kovalevskaya str. 16, Yekaterinburg, 620108, </p><p>Mira str. 19, Yekaterinburg, 620002</p></bio><xref ref-type="aff" rid="aff-2"/></contrib><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="western" xml:lang="en"><surname>Shein</surname><given-names>Aleksandr N.</given-names></name></name-alternatives><bio xml:lang="en"><p>Respubliki str. 20, Salekhard, Yamalo-Nenetskiy Autonomous District, Tyumen region, 629008</p></bio><email xlink:type="simple">A.N.Shein@yandex.ru</email><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="western" xml:lang="en"><surname>Vaganova</surname><given-names>Nataliia A.</given-names></name></name-alternatives><bio xml:lang="en"><p>S. Kovalevskaya str. 16, Yekaterinburg, 620108,</p><p>Mira str. 19, Yekaterinburg, 620002</p></bio><xref ref-type="aff" rid="aff-2"/></contrib></contrib-group><aff xml:lang="en" id="aff-1"><institution>Arctic Research Center of the Yamal-Nenets autonomous district</institution><country>Russian Federation</country></aff><aff xml:lang="en" id="aff-2"><institution>Krasovskii Institute of Mathematics and Mechanics, Ural Branch of RAS; &#13;
Ural Federal University Institute</institution><country>Russian Federation</country></aff><pub-date pub-type="collection"><year>2021</year></pub-date><pub-date pub-type="epub"><day>12</day><month>10</month><year>2021</year></pub-date><volume>14</volume><issue>4</issue><fpage>75</fpage><lpage>82</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Kamnev Y.K., Filimonov M.Y., Shein A.N., Vaganova N.A., 2021</copyright-statement><copyright-year>2021</copyright-year><copyright-holder xml:lang="ru">Kamnev Y.K., Filimonov M.Y., Shein A.N., Vaganova N.A.</copyright-holder><copyright-holder xml:lang="en">Kamnev Y.K., Filimonov M.Y., Shein A.N., Vaganova N.A.</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://ges.rgo.ru/jour/article/view/2070">https://ges.rgo.ru/jour/article/view/2070</self-uri><abstract><p>In the paper, we consider a method of ground temperature monitoring using the thermometric boreholes and computer modeling the residential buildings with the pile foundation in the city of Salekhard; note that it is located in the permafrost zone. Construction of the residential buildings and industrial structures in the permafrost zone and their operation is carried out according to the principle of preserving the frozen state of foundations. For ground temperature monitoring, thermometric boreholes are used. In a given time period, the measured temperatures are transferred to a server for further processing. Information about the temperature is an important factor for the safety of the buildings and it can be used to evaluate the piles bearing capacity. It allows to propose options for the soil thermal stabilization or to eliminate the detected technogenic heat sources. An approach of mathematical modeling to reconstruct the temperature fields in the pile foundation base of a building is discussed taking into account the data of temperature monitoring. 24 boreholes were equipped with more than 400 in-borehole thermal sensors for testing the method under the residential building I. The preliminary modeling is carried out for December and January 2020 for the contact thermal conductivity model with phase transition with the upper part of the geological section typical for Salekhard (the sandy soils). The modeling describes the freezing processes during the months in detail. The thermal monitoring allows to say that the ground in the base of the Residential building I is stable. But there are detected heat transfers near the borehole T1 at the depth of 12–14 m. The combination of monitoring and computer modeling makes it possible to assess the safety of the operation of the residential buildings in cities located in the permafrost zones.</p></abstract><kwd-group xml:lang="en"><kwd>permafrost</kwd><kwd>remote monitoring</kwd><kwd>thermometry</kwd><kwd>computer modelling</kwd><kwd>climate warming</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">Aalto J., Karjalainen O., Hjort J. and Luoto M. (2018). Statistical forecasting of current and future circum – Arctic ground temperatures and active layer thickness. Geophysical Research Letters, 45(10), 4889-4898, DOI: 10.1029/2018GL078007.</mixed-citation><mixed-citation xml:lang="en">Aalto J., Karjalainen O., Hjort J. and Luoto M. (2018). Statistical forecasting of current and future circum – Arctic ground temperatures and active layer thickness. 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