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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">sovtends</journal-id><journal-title-group><journal-title xml:lang="ru">Современные тенденции в строительстве, градостроительстве и планировке территорий</journal-title><trans-title-group xml:lang="en"><trans-title>Modern Trends in Construction, Urban and Territorial Planning</trans-title></trans-title-group></journal-title-group><issn pub-type="epub">2949-1835</issn><publisher><publisher-name>Don State Technical University</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.23947/2949-1835-2026-5-2-97-106</article-id><article-id custom-type="elpub" pub-id-type="custom">sovtends-299</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>Управление жизненным циклом объектов строительства</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="en"><subject>Life cycle management of construction facilities</subject></subj-group></article-categories><title-group><article-title>Остаточный ресурс дорожных одежд на автомобильных дорогах с высокой интенсивностью движения</article-title><trans-title-group xml:lang="en"><trans-title>Residual Resource of Road Surfacing on High-Traffic Roads</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author" corresp="yes"><contrib-id contrib-id-type="orcid">https://orcid.org/0000-0001-5912-1235</contrib-id><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Тиратурян</surname><given-names>А. Н.</given-names></name><name name-style="western" xml:lang="en"><surname>Tiraturjan</surname><given-names>A. N.</given-names></name></name-alternatives><bio xml:lang="ru"><p>Тиратурян Артем Николаевич, доктор технических наук, профессор, профессор кафедры автомобильных дорог</p><p>344003, г. Ростов-на-Дону, пл. Гагарина, 1</p></bio><bio xml:lang="en"><p>Artem N. Tirturjan, D.Sc. (Eng.), Professor, Professor of the Department of Highways</p><p>1 Gagarin Square, Rostov-on-Don, 1344003</p></bio><email xlink:type="simple">tiraturjan@list.ru</email><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><contrib-id contrib-id-type="orcid">https://orcid.org/0009-0007-8772-5758</contrib-id><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Абделаал</surname><given-names>М. Э. Р.</given-names></name><name name-style="western" xml:lang="en"><surname>Abdelaal</surname><given-names>M. E. R.</given-names></name></name-alternatives><bio xml:lang="ru"><p>Абделаал Мохамед Эльсайед Рагаб, аспирант </p><p>344003, г. Ростов-на-Дону, пл. Гагарина, 1</p></bio><bio xml:lang="en"><p>Mohamed Elsayed Ragab Abdelaal, PhD student</p><p>1 Gagarin Square, Rostov-on-Don, 1344003</p></bio><xref ref-type="aff" rid="aff-1"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru"><institution>Донской государственный технический университет</institution><country>Россия</country></aff><aff xml:lang="en"><institution>Don State Technical University</institution><country>Russian Federation</country></aff></aff-alternatives><pub-date pub-type="collection"><year>2026</year></pub-date><pub-date pub-type="epub"><day>25</day><month>06</month><year>2026</year></pub-date><volume>5</volume><issue>2</issue><fpage>97</fpage><lpage>106</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Тиратурян А.Н., Абделаал М.Э., 2026</copyright-statement><copyright-year>2026</copyright-year><copyright-holder xml:lang="ru">Тиратурян А.Н., Абделаал М.Э.</copyright-holder><copyright-holder xml:lang="en">Tiraturjan A.N., Abdelaal M.</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.stsg-donstu.ru/jour/article/view/299">https://www.stsg-donstu.ru/jour/article/view/299</self-uri><abstract><sec><title>Введение</title><p>Введение. Актуальной задачей в области содержания автомобильных дорог является объективная оценка их остаточного ресурса. Существующие методы часто носят субъективный характер или требуют сложных процедур. Целью данной работы является разработка нового подхода к такой оценке, основанного на инструментальных измерениях.</p></sec><sec><title>Материалы и методы</title><p>Материалы и методы. Объектом исследования выступают дорожные одежды автомобильных дорог. В основе метода лежит модель, связывающая величину упругого прогиба покрытия с расчетным числом циклов нагружения до исчерпания прочности. Прогиб измерялся с помощью установки ударного нагружения (Falling Weight Deflectometer). Методика позволяет адаптировать модель к разным условиям путем калибровки коэффициентов.</p></sec><sec><title>Результаты исследования</title><p>Результаты исследования. На основе предложенной модели создана четырехуровневая шкала состояния дорожной одежды по величине остаточного ресурса: нормативное, удовлетворительное, предотказное и критическое. Для повышения надежности оценки в качестве расчетного значения для точки замера используется медианное значение ресурса, а для характеристики всего участка — его средневзвешенная величина.</p></sec><sec><title>Обсуждение и заключение</title><p>Обсуждение и заключение. Разработанный подход позволяет давать количественную оценку остаточного ресурса на основе инструментальных данных. Внедрение данной методики повысит объективность диагностики и поможет оптимально планировать ремонтные работы. Перспективы исследования связаны с дальнейшей адаптацией модели для различных дорожно-климатических условий. </p></sec></abstract><trans-abstract xml:lang="en"><sec><title>Introduction</title><p>Introduction. An urgent task facing the field of road maintenance is an objective assessment of their residual resource. The existing methods are typically subjective or require that complex procedures are carried out. The aim of the study is to develop a new approach to such an assessment based on instrumental measurements.</p></sec><sec><title>Materials and Methods</title><p>Materials and Methods. The object of the study is road surfacing of highways. The method is based on a model that relates the amount of elastic deflection of the coating to the estimated number of loading cycles until the strength has been exhausted. Deflection was measured using a Falling Weight Deflectometer. The technique allows one to adapt the model to a variety of conditions by calibrating the coefficients.</p></sec><sec><title>Research Results</title><p>Research Results. Based on the suggested model, a four-level scale of the condition of the road surface has been designed according to the size of the residual resource: a normative, satisfactory, pre-maintenance and critical one. In order to increase the reliability of the estimate, the median value of the resource is used as the calculated value for the measuring point, and its weighted average value is used to characterize the entire site.</p><p>Discussion and Conclusion. The developed approach makes it possible to quantify the residual resource based on instrumental data. Implementing this technique would increase the objectivity of diagnostics and assist optimal repair planning. The prospects of the study are related to the further adaptation of the model for a variety of road and weather conditions. </p></sec></trans-abstract><kwd-group xml:lang="ru"><kwd>упругий прогиб</kwd><kwd>остаточный ресурс</kwd><kwd>FWD</kwd><kwd>средневзвешенная оценка</kwd><kwd>нежесткие дорожные одежды</kwd><kwd>категория состояния дорожной одежды</kwd><kwd>дефекты покрытия</kwd></kwd-group><kwd-group xml:lang="en"><kwd>elastic deflection</kwd><kwd>residual resource</kwd><kwd>FWD</kwd><kwd>weighted average estimate</kwd><kwd>non-rigid road surfacing</kwd><kwd>road surfacing condition category</kwd><kwd>coating defects</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">Pantuso A, Loprencipe G, Bonin G, Teltayev BB Analysis of Pavement Condition Survey Data for Effective Implementation of a Network Level Pavement Management Program for Kazakhstan. 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