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Analysis of convergence of analytical and numerical solutions in the calculation of cross-beam foundation on a sloping basement in case of sudden formation of karst-rockfall processes

https://doi.org/10.22227/2305-5502.2025.1.1

Abstract

Introduction. The convergence of the results obtained during the comparison of analytical and numerical methods using FEM in the Midas GTS NX PC for the calculation of cross-beam foundation and sloping foundation in case of sudden formation of karst-rockfall processes was analyzed. The analytical calculation method was developed on the basis of empirical data obtained during laboratory model tests in a special facility that allows modelling karst-rockfall processes, the numerical model was an identical prototype repeating qualitative and quantitative characteristics used in physical modelling.

Materials and methods. A comparative assessment of the convergence of the results obtained by two independent methods in the calculation of a cross-beam foundation on a sloping base in the conditions of karst-rockfall processes is given.

Results. The obtained discrepancies of the main quantitative parameters such as normal contact stresses under the bottom of the longitudinal strip of the cross-beam foundation, deformations of the foundation after the karst cavity emergence to the surface and formation of sinkholes were evaluated.

Conclusions. The reliability of the proposed numerical model was confirmed as a result of the research. It allows to reduce the labour intensity of laboratory tests and to expand the boundaries of research in further study of cross-beam foundation and sloping foundation performance in the conditions of karst territories.

About the Authors

S. I. Evtushenko
Moscow State University of Civil Engineering (National Research University) (MGSU)
Russian Federation

Sergey I. Evtushenko — Doctor of Technical Sciences, Professor of the Department of Information Systems, Technologies and Automation in Construction

26 Yaroslavskoe shosse, Moscow, 129337



E. V. Zelenin
Academy of Construction and Architecture of the Crimean Federal University named after V.I. Vernadsky
Russian Federation

Evgeny V. Zelenin — postgraduate student of the Department of Building Structures

3а Pavlenko st., Republic of Crimea, Simferopol, 295000



A. B. Barykin
Academy of Construction and Architecture of the Crimean Federal University named after V.I. Vernadsky
Russian Federation

Alexander B. Barykin — Candidate of Technical Sciences, Lecturer at the Department of Geotechnics and Structural Elements

3а Pavlenko st., Republic of Crimea, Simferopol, 295000



References

1. Aktürk Ö., Drumm E.C., Tutluoğlu L., Akgün H. Undrained stability of residual soil in karst. Sinkholes and the Engineering and Environmental Impacts of Karst. 2008; 223-232.

2. Tharp T.M. Cover-collapse sinkhole formation and soil plasticity. Sinkholes and the Engineering and Environmental Impacts of Karst. 2003; 110-123.

3. Anikeev A.V., Ragozin A.L., Seleznev V.N. Evaluation of the geological risk on an urban construction site. Geoecology. 2007; 6:547-560. (rus.).

4. Anikeev A.V. Falls and sinkholes in karst areas: mechanisms of formation, forecast and risk assessment. Moscow, RUDN, 2017; 328. (rus.).

5. Salvati R., Tharp T.M., Capelli G. Conceptual model for geotechnical evaluation of sinkhole risk in the Latium Region. Geotechnical and Environmental Applications of Karst Geology and Hydrology. 2001; 163-167.

6. Waltham T., Bell F.G., Culshaw M.G. Sinkholes and Subsidence. Karst and Cavernous Rocks in Engineering and Construction. 2005; 383.

7. Feng Z., Bai S., Min W., He J., Huang Z., Dong Y. et al. Calculation of Ultimate Bearing Capacity of Pile Foundations of Highway Bridges under the Coupling of Steep Slope and Karst. E3S Web of Conferences. 2020; 198.

8. Amelichev G.N., Vakhrushev B.A., Samokhin G.V.,Tokarev S.V. Features of engineering surveys on karsted territories within the Crimean Peninsula. Study of Hazardous Natural Processes and Geotechnical Monitoring in Engineering Surveys : proceedings of the All-Russian Scientific and Practical Conference. 2023; 72-92. (rus.).

9. Vakhrushev B.A. Karst zoning of the Crimean Peninsula. Speleology and Karstology. 2009; 3:39-46. (rus.).

10. Leonenko V.M., Leonenko M.V., Tolmachev V.V. Determination of karst protection design parameters within the framework of geotechnical system “karst-construction”. Assessment and management of natural risks : proceedings of the All-Russian Conf. “Risk-2006”. 2006; 315-318. (rus.).

11. Barykin A.B. Experimental-theoretical bases of interaction of cross-beam foundations with the sloping base : dissertation for the degree of Candidate of Technical Sciences. Volgograd, 2018; 184. (rus.).

12. Zelenin E.V., Barykin B.Yu., Didenko D.A. Planning of experimental studies in the interaction of cross-beam foundation and sloping foundation subject to karst formation phenomena. Construction technogenic safety. 2022; S1:111-118. (rus.).

13. Zelenin E.V., Barykin B.Yu. To the issue of development of karst territories in the mountainous areas of the Republic of Crimea. Safety of the building stock of Russia. Problems and solutions : materials of international academic readings. 2020; 209-213. (rus.).

14. Zelenin E.V. Analytical review of works devoted to the study of foundation structures operation in the conditions of karst territories. Construction and Architecture. 2024; 12(2):(43). (rus.).

15. Midas GTS NX Analysis Reference. Chapter 4. Materials.

16. Evtushenko S.I., Zelenin E.V. Model studies of interaction of cross-beam foundation and inclined basement over karst cavity. Construction and Architecture. 2023; 11(4):8. (rus.).

17. Evtushenko S.I., Zelenin E.V., Barykin A.B. To the question of transformation of the sinkhole shape at interaction of cross-beam foundation and sloping base with karst cavity. Construction and Architecture. 2024; 12(2):(43). (rus.).

18. Zelenin E.V., Barykin B.Yu. To the issue of numerical modelling of cross-beam foundation operation on the sloping base in the conditions of karst processes activation. Advanced development of modern science: Experiment, problems, forecasts : collection of articles of the II International Scientific and Practical Conference. 2020; 28-38. (rus.).

19. Zelenin E.V., Barykin B.Yu. To the issue of development of karst territories in the mountainous areas of the Republic of Crimea. Safety of the building stock of Russia. Problems and solutions : materials of international academic readings. 2020; 209-213. (rus.).


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For citations:


Evtushenko S.I., Zelenin E.V., Barykin A.B. Analysis of convergence of analytical and numerical solutions in the calculation of cross-beam foundation on a sloping basement in case of sudden formation of karst-rockfall processes. Construction: Science and Education. 2025;15(1):8-20. (In Russ.) https://doi.org/10.22227/2305-5502.2025.1.1

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