| dc.contributor.author | Жуманов Бекзод Норбоевич | |
| dc.contributor.author | Латипов Зухриддин Ёқуб угли | |
| dc.contributor.author | Ҳабибуллаев Диёрбек Уктамжон угли | |
| dc.contributor.author | Абдуаҳадов Сарварбек Аҳмаджон угли | |
| dc.date.accessioned | 2025-10-20T04:41:56Z | |
| dc.date.available | 2025-10-20T04:41:56Z | |
| dc.date.issued | 2025-04-18 | |
| dc.identifier.issn | 2311-5122 | |
| dc.identifier.uri | https://dspace.kstu.uz/xmlui/handle/123456789/623 | |
| dc.description.abstract | his 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.iso | en | en_US |
| dc.publisher | UNIVERSUM: ТЕХНИЧЕСКИЕ НАУКИ | en_US |
| dc.subject | geodetic monitoring, settlement markers, deep benchmark, hydraulic structure de formation, leveling network, Chimkurgan reservoir, triangulation, polygonometry. | en_US |
| dc.title | ГЕОДЕЗИЧЕСКИЕ ПРИЗНАКИ, ИСПОЛЬЗУЕМЫЕ ДЛЯ ОПРЕДЕЛЕНИЯ ОСАДКИ КРУПНЫХ ГИДРОТЕХНИЧЕСКИХ СООРУЖЕНИЙ, И ИХ УСТАНОВКА | en_US |
| dc.type | Article | en_US |