The GPR survey method in combination with destructive testing methods for the hydraulic structures technical condition studying
The study examined the technical condition of hydraulic structures (HS) to plan their reconstruction, restoration and development of protective measures. The Sarpinskaya Watering and Irrigation System (SWIS) in the Republic of Kalmykia was the object of study. Promising research and monitoring metho...
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| Format: | Article |
| Language: | English |
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Peter the Great St. Petersburg Polytechnic University
2024-09-01
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| Series: | Magazine of Civil Engineering |
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| Online Access: | http://engstroy.spbstu.ru/article/2024.130.02/ |
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| author | Suprun Veronika Kovalenko Ivan Ustinova Viktoriya |
| author_facet | Suprun Veronika Kovalenko Ivan Ustinova Viktoriya |
| author_sort | Suprun Veronika |
| collection | DOAJ |
| description | The study examined the technical condition of hydraulic structures (HS) to plan their reconstruction, restoration and development of protective measures. The Sarpinskaya Watering and Irrigation System (SWIS) in the Republic of Kalmykia was the object of study. Promising research and monitoring methods were used: testing of concrete core samples using universal testing machine MIM.4-1000 and ground penetrating radar probing (by the GPR OKO-3) with ground penetrating radar survey of HS. Based on the results obtained, it can be concluded that concrete and reinforced concrete structures on the territory of the SWIS (namely, pumping station No. 1) have low strength, which is explained by their long service life and the lack of major repairs. The studied core samples collapsed under a minimum load of 116...118 kN. This indicates severe wear of the concrete coating of HS, aggravated by the close occurrence of groundwater. Further destruction of the concrete coating is inevitable, and therefore urgent repair and reinforcement of the structures are required. The data obtained will be used as a basis for conducting an examination necessary for operational monitoring of the SWIS and decision-making, when developing protective measures to strengthen the structures. |
| format | Article |
| id | doaj-art-a8e816c284994fa48afb0b279bbf7f27 |
| institution | Kabale University |
| issn | 2712-8172 |
| language | English |
| publishDate | 2024-09-01 |
| publisher | Peter the Great St. Petersburg Polytechnic University |
| record_format | Article |
| series | Magazine of Civil Engineering |
| spelling | doaj-art-a8e816c284994fa48afb0b279bbf7f272025-08-20T03:52:16ZengPeter the Great St. Petersburg Polytechnic UniversityMagazine of Civil Engineering2712-81722024-09-01170610.34910/MCE.130.220714726The GPR survey method in combination with destructive testing methods for the hydraulic structures technical condition studyingSuprun Veronika0Kovalenko Ivan1https://orcid.org/0009-0001-3147-6613Ustinova Viktoriya2https://orcid.org/0000-0001-6490-7072Federal Scientific Centre of Agroecology, Complex Melioration and Protective Afforestation of the Russian Academy of SciencesFederal Scientific Centre of Agroecology, Complex Melioration and Protective Afforestation of the Russian Academy of SciencesFederal Scientific Centre of Agroecology, Complex Melioration and Protective Afforestation of the Russian Academy of SciencesThe study examined the technical condition of hydraulic structures (HS) to plan their reconstruction, restoration and development of protective measures. The Sarpinskaya Watering and Irrigation System (SWIS) in the Republic of Kalmykia was the object of study. Promising research and monitoring methods were used: testing of concrete core samples using universal testing machine MIM.4-1000 and ground penetrating radar probing (by the GPR OKO-3) with ground penetrating radar survey of HS. Based on the results obtained, it can be concluded that concrete and reinforced concrete structures on the territory of the SWIS (namely, pumping station No. 1) have low strength, which is explained by their long service life and the lack of major repairs. The studied core samples collapsed under a minimum load of 116...118 kN. This indicates severe wear of the concrete coating of HS, aggravated by the close occurrence of groundwater. Further destruction of the concrete coating is inevitable, and therefore urgent repair and reinforcement of the structures are required. The data obtained will be used as a basis for conducting an examination necessary for operational monitoring of the SWIS and decision-making, when developing protective measures to strengthen the structures.http://engstroy.spbstu.ru/article/2024.130.02/hydraulic structuresirrigation systemuniversal testing machinegpr |
| spellingShingle | Suprun Veronika Kovalenko Ivan Ustinova Viktoriya The GPR survey method in combination with destructive testing methods for the hydraulic structures technical condition studying Magazine of Civil Engineering hydraulic structures irrigation system universal testing machine gpr |
| title | The GPR survey method in combination with destructive testing methods for the hydraulic structures technical condition studying |
| title_full | The GPR survey method in combination with destructive testing methods for the hydraulic structures technical condition studying |
| title_fullStr | The GPR survey method in combination with destructive testing methods for the hydraulic structures technical condition studying |
| title_full_unstemmed | The GPR survey method in combination with destructive testing methods for the hydraulic structures technical condition studying |
| title_short | The GPR survey method in combination with destructive testing methods for the hydraulic structures technical condition studying |
| title_sort | gpr survey method in combination with destructive testing methods for the hydraulic structures technical condition studying |
| topic | hydraulic structures irrigation system universal testing machine gpr |
| url | http://engstroy.spbstu.ru/article/2024.130.02/ |
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