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dc.contributor.authorЖуманов Бекзод Норбоевич
dc.contributor.authorЛатипов Зухриддин Ёқуб угли
dc.contributor.authorҲабибуллаев Диёрбек Уктамжон угли
dc.contributor.authorАбдуаҳадов Сарварбек Аҳмаджон угли
dc.date.accessioned2025-10-20T04:41:56Z
dc.date.available2025-10-20T04:41:56Z
dc.date.issued2025-04-18
dc.identifier.issn2311-5122
dc.identifier.urihttps://dspace.kstu.uz/xmlui/handle/123456789/623
dc.description.abstracthis article provides a detailed overview of the procedures and geodetic methods used to monitor deformation in large hydraulic engineering structures. Special emphasis is placed on the selection and installation of benchmarks and settlement markers based on the geological and hydrogeological conditions ofthe site. The study highlights the classification of benchmarks (deep, surface, and wall-mounted) and the organization of level networks (II and III class) for observing settlements. The Chimkurgan reservoir is presented as a case study, including analysis of benchmark layout, leveling routes, and the use of triangulation and polygonometry to detect vertical and horizontal displacements. Recommendations are provided for ensuring the precision and stability of geodetic control systems used in hydraulic construction.en_US
dc.language.isoenen_US
dc.publisherUNIVERSUM: ТЕХНИЧЕСКИЕ НАУКИen_US
dc.subjectgeodetic monitoring, settlement markers, deep benchmark, hydraulic structure de formation, leveling network, Chimkurgan reservoir, triangulation, polygonometry.en_US
dc.titleГЕОДЕЗИЧЕСКИЕ ПРИЗНАКИ, ИСПОЛЬЗУЕМЫЕ ДЛЯ ОПРЕДЕЛЕНИЯ ОСАДКИ КРУПНЫХ ГИДРОТЕХНИЧЕСКИХ СООРУЖЕНИЙ, И ИХ УСТАНОВКАen_US
dc.typeArticleen_US


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