Practice of geo-radar research in the Republic of Kazakhstan

• Autorzy: Burtyl Yuri , Kapski Denis , Czerepicki Andrzej

Identyfikatory

DOI

10.5604/01.3001.0053.4051

• Języki publikacji: EN

Abstrakty

EN

The article considers the issues of applying ground penetrating radar (GPR) technologies for engineering purposes concerning subsurface research. It describes the field of application of GPR research during road construction and operation and the advantages and disadvantages of this type of engineering survey. It presents comparative data on the accuracy (inaccuracy) of existing GPR control methods applied to determine the thickness of the monolithic pavement layers in Europe, CIS, and the USA. The main provisions of the GPR survey procedure are described, including four main stages: the analysis of initial materials of surveyed section and equipment preparation; GPR survey; geological verification; processing and interpreting of radargrams; and the preparation of a report. Geophysical works were performed using the geo-radar of the OKO series as part of the road measuring complex DVK-05 on the section of the Astana-Petropavlovsk A-1 highway with cement concrete pavement and on the section of the R-12 "Kokshetau - Atbasar" with asphalt pavement. The example of a radargram and the core sample of a cement concrete pavement taken during geological verification of the thickness of a monolithic layer is presented. Graphs of variation in the thickness of pavement layers by radargrams of longitudinal passages in the indicated road sections with the assumptions about the nature of the heterogeneity of the obtained values are given. The obtained results on the thickness of monolithic layers (cement concrete and asphalt concrete) were assessed on the criteria of quantitative deviation from the required standard value. Recommendations were provided to address positive deviations in the thickness of monolithic pavement layers at various stages of the road survey.

Słowa kluczowe

EN

georadar; ground penetrating radar; methodology of field studies; radargram; thickness of monolithic layers; cement concrete pavement; asphalt pavement

PL

georadar; metodologia badań terenowych; radarogramy; grubość warstw monolitycznych; nawierzchnia z betonu cementowego; nawierzchnia asfaltowa

• Wydawca: Oficyna Wydawnicza Politechniki Warszawskiej
• Czasopismo: Prace Naukowe Politechniki Warszawskiej. Transport
• Rocznik: 2023
• Tom: z. 136
• Strony: 61--69
• Opis fizyczny: Bibliogr. 19 poz., rys., tab., wykr.

Twórcy

autor

Burtyl Yuri

• Belarusian National Technical University, Minsk, Republic of Belarus

• https://orcid.org/0000-0001-9170-5257

autor

Kapski Denis

• Belarusian National Technical University, Minsk, Republic of Belarus

• https://orcid.org/0000-0001-9300-3857

autor

Czerepicki Andrzej

• Warsaw University of Technology, Faculty of Transport, Warsaw, Poland

• https://orcid.org/0000-0002-8659-5695

Bibliografia

• 1. Bibosinov, A.Zh., Shigaev, D.T., Kaldybaev, A.A., Nurakynov, S.M., Breusov, N.G., Mamyrbek, G.B. (2016). Research of the Shardara hydro-complex by GPR method, News of the National Academy of Sciences of the Republic of Kazakhstan. – Physics and mathematics series, ISSN 1991-346x, 4 (308), 46-49.
• 2. Nurakynov, SM, Kaldybaev, AA, Shigaev, DT, Bibosinov, A.Zh. (1991). The effectiveness of the GPR method in the study of engineering-geological conditions in the sections of the Almaty underground near-surface bedding, News of the National Academy of Sciences of the Republic of Kazakhstan. - Physics and mathematics series, ISSN 1991-346x, 4 (308), 50-55.
• 3. Evans, R.D., Frost, M., Stonecliffe-Jones, M., Dixon. N.A. (2008). Review of pavement assessment using ground penetrating radar (GPR) [Electronic resource], Mode of access: https://hdl.handle.net/2134/3590. – Date of access: 29.02.2020.
• 4. Tosti, F., Ferrante, C. (2019). Using Ground Penetrating Radar Methods to Investigate Reinforced Concrete Structures, Surveys in Geophysics – https://doi.org/10.1007/s10712-019-09565-5.
• 5. Koryakova, L., Krause, R., Epimakhov, A.V., Sharapova, S., Panteleyeva, S.E., Berseneva, N.A., Fornasier, J., Kaiser, E., Molchanov, I.V., Chechushkov, I. (2011). Archaeological studies of the Kamenny Ambar (Olgino) fortified settlement, Archaeology, Ethnology and Anthropology of Eurasia, 39/4, p. 61 – https://doi:10.1016/j.aeae.2012.02.007.
• 6. Polyakov, A. N., Kremnev, A. P. (2018). Experience of using GPR sounding in engineering surveys, in: A. A. Bakatovich, L. M. Parfenova (Eds.). Architectural and construction complex: problems, prospects, innovations, Scientific Conference Dedicated to the 50th Anniversary of Polotsk State University, Polotsk.
• 7. Kabanikhin, S.I., Iskakov, K.T., Sholpanbaev, B.B., Bektemisova, A.A. (2012). Analysis of the results of georadar measurements and determination of irregularities (archaeological objects) in a layered medium, III International Scientific and Practical Conference, 429-431, Informatization of Society dedicated to the 100th anniversary of L.N. Gumilyov, Astana.
• 8. Kulizhnikov, A.M., Eremin, R.A. (2018). Georadar surveys of local landslide deformations on the slopes of the subgrade of the M-4 "Don" highway, Roads and Bridges: Russian Road, 1 (39), 84-104.
• 9. Protsyuk, V.A., Batrakova, A.G. (2016). Algorithm for assessing the moisture content of subgrade soils based on the results of ground-penetrating radar survey, Bulletin of the KhNADU, 72, 157-161.
• 10. Stryk, J. (2017). Comparative measurements of ground penetrating radars used for road and bridge diagnostics in the Czech Republic and France. Construction and Building Materials – Mode of access: http://dx.doi.org/10.1016/j.conbuildmat.2017.06.134.
• 11. AI-Qadi, I., Lahouar, S., Jiang, K., Mcghee, K. Mokarem D. (2005). Accuracy of Ground-Penetrating Radar for Estimating Rigid and Flexible Pavement Layer Thicknesses, Transportation Research Record, 1940, 69-78.
• 12. Matula, R., Stryk, J., Pospíšil, K. (2014). Diagnostics of Bridge Pavements by Ground Penetrating Radar, 11th European Conference on Non-Destructive Testing, Mode of access: https://www.ndt.net/events/ECNDT2014/app/content/Paper/551_Matula.pdf.
• 13. Recommendations for the use of GPR technologies for monitoring: DMD 02191.5.005-2007. - Introduction. 01.02.2008. - Minsk: Department "Belavtodor": RUE "BeldorNII", 2008. - 25.
• 14. Recommendations for quality control of road construction works by GPR method: ODM 218.3.075-2016. - Introduction. 06.10.2016. - Moscow: Federal Road Agency: FAU "ROSDORNII", 2016. – 76.
• 15. Standard Test Method for Determining the Thickness of Bound Pavement Layers Using Short-Pulse Radar: ASTM D4748 - 10(2015) – ASTM International, West Conshohocken, PA.
• 16. The European GPR Association Guidelines for Pavement Structural Surveys: GS1601. EuroGPR, 2016 http://www.eurogpr.org/vn2/images/documents/GS1601_EG_Pavements_Policy_Draft_v1_0_160412.pdf.
• 17. Automobile roads for general use. Travel clothing. Methods for measuring the thickness of pavement layers: GOST R (draft). - Moscow: Federal Agency for Technical Regulation and Metrology, 2017. 32.
• 18. Recommendations for the use of GPR technologies when examining the structures of foundations and foundations of bridge structures: DMD 02191.5.012-2012. - Introduction. 01.03.2013. - Minsk: Department "Belavtodor": RUE "BeldorNII", 20013. - 15.
• 19. Jałowiec, T. (2019). Defence needs as a factor of transport infrastructure development in Poland. WUT Journal of Transportation Engineering, 124, 31-42, ISSN: 1230-9265, https://10.5604/01.3001.0013.6632

Uwagi

PL

Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).