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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">nsojout</journal-id><journal-title-group><journal-title xml:lang="ru">Строительство: наука и образование</journal-title><trans-title-group xml:lang="en"><trans-title>Construction: Science and Education</trans-title></trans-title-group></journal-title-group><issn pub-type="epub">2305-5502</issn><publisher><publisher-name>ФГБОУ ВО «Национальный исследовательский Московский государственный строительный университет»</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.22227/2305-5502.2025.1.23</article-id><article-id custom-type="elpub" pub-id-type="custom">nsojout-249</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>Строительные конструкции. Основания и фундаменты. Технология и организация строительства. Проектирование зданий и сооружений. Инженерные изыскания и обследование зданий</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="en"><subject>Building structures. Soils and foundations. Technology and organization of construction. Designing of buildings and constructions. Engineering survey and inspection of buildings</subject></subj-group></article-categories><title-group><article-title>Проблемы геотехнического проектирования в тропической зоне</article-title><trans-title-group xml:lang="en"><trans-title>Geotechnical Design Challenges in Tropical Zone</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>Рамли</surname><given-names>Н.</given-names></name><name name-style="western" xml:lang="en"><surname>Ramli</surname><given-names>Nazir</given-names></name></name-alternatives><bio xml:lang="ru"><p>Назир Рамли</p><p>81200, Джохор Бахру</p></bio><bio xml:lang="en"><p>Nazir Ramli </p><p>81200, Johor Bahru</p></bio><email xlink:type="simple">editorial_office@mgsu.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>Хамзах</surname><given-names>Мустафа А.</given-names></name><name name-style="western" xml:lang="en"><surname>Hamzah</surname><given-names>Mustapha Amir</given-names></name></name-alternatives><bio xml:lang="ru"><p>Мустафа Амир Хамзах</p><p>Селангор</p></bio><bio xml:lang="en"><p>Mustapha Amir Hamzah</p><p>Selangor</p></bio><email xlink:type="simple">editorial_office@mgsu.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>Антониус</surname><given-names>С.</given-names></name><name name-style="western" xml:lang="en"><surname>Antonius</surname><given-names>Setiawan</given-names></name></name-alternatives><bio xml:lang="ru"><p>Сетиаван Антониус</p><p>Джакарта, 12430</p></bio><bio xml:lang="en"><p>Setiawan Antonius</p><p>Jakarta, 12430</p></bio><email xlink:type="simple">editorial_office@mgsu.ru</email><xref ref-type="aff" rid="aff-3"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru">Технологический университет Малайзии<country>Малайзия</country></aff><aff xml:lang="en">Universiti Teknologi Malaysia<country>Malaysia</country></aff></aff-alternatives><aff-alternatives id="aff-2"><aff xml:lang="ru">LR2 Consultant<country>Малайзия</country></aff><aff xml:lang="en">LR2 Consultant<country>Malaysia</country></aff></aff-alternatives><aff-alternatives id="aff-3"><aff xml:lang="ru">Бауэр Пратама<country>Индонезия</country></aff><aff xml:lang="en">Bauer Pratama<country>Indonesia</country></aff></aff-alternatives><pub-date pub-type="collection"><year>2025</year></pub-date><pub-date pub-type="epub"><day>31</day><month>03</month><year>2025</year></pub-date><volume>15</volume><issue>1</issue><fpage>216</fpage><lpage>224</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Рамли Н., Хамзах М., Антониус С., 2025</copyright-statement><copyright-year>2025</copyright-year><copyright-holder xml:lang="ru">Рамли Н., Хамзах М., Антониус С.</copyright-holder><copyright-holder xml:lang="en">Ramli N., Hamzah M., Antonius S.</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://www.nso-journal.ru/jour/article/view/249">https://www.nso-journal.ru/jour/article/view/249</self-uri><abstract><sec><title>Введение</title><p>Введение. Проектирование в тропических зонах означает обеспечение геотехнической устойчивости и представляет собой уникальный набор задач, обусловленных климатическими, геологическими и экологическими факторами, преобладающими в таких регионах. Оно требует всестороннего понимания особенностей местных почв, климатических факторов и экологических проблем.</p></sec><sec><title>Материалы и методы</title><p>Материалы и методы. В тропических регионах часто выпадают обильные осадки, что усугубляет эрозию и нестабильность почвы. Эрозия может ослабить структуру почвы, грунтов, что может привести к обрушению откосов, оползням и сокращению прочности фундамента. В районах с геологическими нарушениями, такими как глинистые сланцы, коллювиальные отложения и деформации породы, вследствие активной тектонической деятельности возможны неожиданные провалы в процессе строительства. При этом для участков с проблемным грунтом, например для зон слабых грунтов, характерны показатели существенного длительного сжатия и низкой несущей способности.</p></sec><sec><title>Результаты</title><p>Результаты. Проектирование с учетом геологических нарушений и проблемных грунтов имеет решающее значение для предотвращения повреждения конструкций. В тропических регионах также часто наблюдается высокий уровень грунтовых вод из-за частых дождей и низкой скорости испарения. Это может создать проблемы для геотехнического проектирования и проектирования строительных конструкций, поскольку во время сейсмических воздействий сооружения могут подвергаться подъемной силе и разжижению грунта. Тропический грунт требует тщательного учета свойств и работы материалов, условий окружающей среды и потенциальных опасностей. Инженеры могут решить вопросы, связанные с проблемными грунтами в тропических районах, и гарантировать безопасность, стабильность и устойчивость инфраструктурных проектов, применяя адекватные инженерно-геологические методы и меры снижения воздействий.</p></sec><sec><title>Выводы</title><p>Выводы. Рассмотрены конкретные примеры проблемных тропических грунтов и решения возникающих проблем.</p></sec></abstract><trans-abstract xml:lang="en"><sec><title>Introduction</title><p>Introduction. Designing for geotechnical stability in tropical zones presents a unique set of challenges due to the climatic, geological, and environmental factors prevalent in these regions. It requires a comprehensive understanding of the local soil conditions, climatic factors, and environmental challenges. Materials and methods. Tropical regions often experience heavy rainfall, leading to increased erosion and soil instability. The erosion can weaken soil structures, leading to slope failures, landslides, and foundation instability. Areas with geologically disturbed areas such as clay shale, colluvium, and deformed rock due to relic active tectonic activity are attributed to unexpected failure during construction. While area with problematic soil such as the soft soil zone exhibits large long-term compression and low bearing capacity challenges.</p></sec><sec><title>Results</title><p>Results. Designing to accommodate the challenges of geologically disturbed areas and problematic soil is crucial to prevent structural damage. Tropical regions also often have high groundwater tables due to frequent rainfall and low evaporation rates. This can pose challenges for geotechnical and structural design as structures may be subjected to buoyancy forces and soil liquefaction during seismic events. Tropical ground requires careful consideration of material properties and behaviour, environmental conditions, and potential hazards. Engineers can solve the difficulties that come with these problematic grounds in tropical areas and guarantee the safety, stability, and sustainability of infrastructure projects by applying suitable geotechnical engineering techniques and mitigating measures.</p></sec><sec><title>Conclusions</title><p>Conclusions. Case studies about problematic tropical soil and solutions.</p></sec></trans-abstract><kwd-group xml:lang="ru"><kwd>тропические грунты</kwd><kwd>проектирование в тропических зонах</kwd><kwd>предотвращение повреждения конструкций</kwd></kwd-group><kwd-group xml:lang="en"><kwd>tropical soils</kwd><kwd>tropical design</kwd><kwd>prevention of structural damage</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">Alattas I.M., Ramli N., Irsyam M., Simatupang P.T. The effect of weathering process to the determination of residual shear strength of clay shale with triaxial multi-stage system. Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering. 2017.</mixed-citation><mixed-citation xml:lang="en">Alattas I.M., Ramli N., Irsyam M., Simatupang P.T. 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