Determination of static loads on the body sides of a mining dump truck

DOI: https://doi.org/10.30686/1609-9192-2022-6-137-144
Читать на русскоя языкеD.M. Dubinkin, A.V. Yalyshev
T.F. Gorbachev Kuzbass State Technical University, Kemerovo, Russian Federation
Russian Mining Industry №6 / 2022 р. 137-144

Abstract: The article considers design schemes for determining static loads on the body sides of a mining dump truck. Methods for determining the static loads are described. Calculations of the pressure on the retaining wall using an analytical method were carried out. Simulation modeling of the body side loading with the method of discrete elements using the Rocky DEM software was performed. The parameters for discrete elements (with coal as the bulk material) are given. The calculated values and the previously obtained values of physical tests and studies are analyzed. Graphs and dependences of the influence of the body side height on the pressure on the retaining wall are obtained. Recommendations are given for determining the active pressure on the body side of a mining dump truck.

Keywords: mining dump trucks, loading platform, dump truck body, retaining wall, lateral pressure, lateral pressure coefficient, physical and mechanical properties of the soil, methods for calculating the pressure on enclosing structures

Acknowledgements: This work was financially supported by the Ministry of Science and Higher Education of Russian Federation under Agreement No. 075-15-2022-1198 dated 30.09.2022 with the Gorbachev Kuzbass State Technical University on complex scientific and technical program of full innovation cycle: “Development and implementation of complex technologies in the areas of exploration and extraction of solid minerals, industrial safety, bioremediation, creation of new deep conversion products from coal raw materials while consistently reducing the environmental impact and risks to human life” (the “Clean Coal – Green Kuzbass” Integrated Scientific and Technical Programme of the Full Innovation Cycle) as part of implementing the project “Development and creation of an unmanned shuttle-type mine truck with a payload of 220 tonnes” in terms of research, development and experimental-design work.

For citation: Dubinkin D.M., Yalyshev A.V. Determination of static loads on the body sides of a mining dump truck. Russian Mining Industry. 2022;(6):137–144. https://doi.org/10.30686/1609-9192-2022-6-137-144


Article info

Received: 11.11.2022

Revised: 25.11.2022

Accepted: 25.11.2022


Information about the authors

Dmitry M. Dubinkin – Cand. Sci. (Eng.), Assistant Professor, T.F. Gorbachev Kuzbass State Technical University, Kemerovo, Russian Federation; https://orcid.org/0000-0002-8193-9794; e-mail: This email address is being protected from spambots. You need JavaScript enabled to view it.

Alexey V. Yalyshev – Junior Research Associate, Digital Technologies Research Center, T.F. Gorbachev Kuzbass State Technical University, Kemerovo, Russian Federation; e-mail: This email address is being protected from spambots. You need JavaScript enabled to view it.


References

1. Dubinkin D.M. Justification of the need to create heavy platforms for open-pit mining. Mining Equipment and Electromechanics. 2022;(2):39–50. (In Russ.) https://doi.org/10.26730/1816-4528-2022-2-39-50

2. Dubinkin D.M., Yalyshev A.V. Analysis of constructions and justification for the use of loading platforms for 90-ton quarry dump trucks. Journal of Mining and Geotechnical Engineering. 2021;(3):61–78. (In Russ.) https://doi.org/10.26730/2618-7434-2021-3-61-78

3. Bhaskar C.V., Rangaswamy H., Imran Ali M.R. Optimization of load carrying capability of tipper truck cargo body using non-linear structural analysis. International Journal of Ignited Minds. 2015;2(5):60–64.

4. Krishna K.V., Reddy K.Y., Venugopal K., Ravi K. Design and analysis of truck body for increasing the payload capacity. IOP Conference Series: Materials Science and Engineering. 2014;263(6):062065. https://doi.org/10.1088/1757-899X/263/6/062065

5. Garg D., Bindu R. Design optimization of truck body floor for heavy loading. IOSR Journal of Engineering. 2012;2(8):48–52. https://doi.org/10.9790/3021-02834852

6. Tsytovich N.A. Soil mechanics. 4th ed. Мoscow: Stroiizdat; 1963. 636 p. (In Russ.)

7. Försstrom D., Jonsén P. Load intensity caculations on tipper body using dem fem coupling. In: 11th World Congress on Computational Mechanics (WCCM XI) and 5th European Conference on Computational Mechanics (ECCM V) and 6th European Conference on Computational Fluid Dynamics (ECFD VI), Barcelona, Spain, 20–25 July 2014, pp. 20–25.

8. Dubinkin D.M. Method of determining the loads acting during loading and unloading of the cargo platform (body) career self-dump. Mining Equipment and Electromechanics. 2022;(3):31–49. (In Russ.) https://doi.org/10.26730/1816-4528-2022-3-31-49

9. Shapiro D.M. Engineering method of calculating soil pressure on retaining walls. Bulletin of PNRPU. Construction and Architecture. 2017;8(3):51–61. (In Russ.) https://doi.org/10.15593/2224-9826/2017.3.06

10. Korovkin V.S. Engineering kinematic theory of the contact earth pressure and its application to the static calculation of thin quay walls. Magazine of Civil Engineering. 2013;(6):39–49. (In Russ.) https://doi.org/10.5862/MCE.41.5

11. Bogomolov A.N., Ivanov A.S., Bogomolova O.A., Prokopenko A.V. The comparison of the results of calculation of active pressure on pit fence caused by the own soil weight and strip load equally spread on its surface. Vestnik Volgogradskogo gosudarstvennogo arkhitekturno-stroitel’nogo universiteta. Seriya: Stroitel'stvo i arkhitektura. 2013;(31-2):240–250. (In Russ.)

12. Hui H., Mengqi Y., Peiyuan L., Xingli L. Passive earth pressures on retaining walls for pit-in-pit excavations. IEEE Access. 2019;(7):5918– 5931. https://doi.org/10.1109/ACCESS.2018.2889991

13. Iskander M., Zhibo C., Omidvar M., Guzman I., Elsherif O. Active static and seismic earth pressure for c–φ soils. Soils and Foundations. 2013;53(5):639–652. https://doi.org/10.1016/j.sandf.2013.08.003

14. Xie Y., Leshchinsky B. Active earth pressures from a log-spiral slip surface with arching effects. Géotechnique Letters. 2016;6(2):149– 155. https://doi.org/10.1680/jgele.16.00015

15. Arsentyev V.А., Blekhman I.I., Blekhman L.I., Vaisberg L.А., Ivanov K.S., Krivtsov А.М. Dynamics of particles and discrete element methods as a tool of studies and optimization of natural and man-made materials processing. Obogashchenie Rud. 2010;(1):30–35. (In Russ.) Available at: https://rudmet.ru/journal/4/article/1659/

16. Klishin S.V. Implementation of discreet element technique during the analysis of gravitation move-ment of granular material in the convergent channel. Mining Informational and Analytical Bulletin. 2009;(12):273–277. (In Russ.)

17. Samusev P.A. Research into the impact of technological processes of coal mining on its particle size distribution. Bulletin of the Kuzbass State Technical University. 1999;(2):50–51. (In Russ.)

18. Biryukov A.V., Protasov S.I., Samusev P.A. Forecasting of particle size distribution of coal. In: Natural and Intellectual Resources of Siberia: Proceedings of the 2nd International Scientific and Practical Conference, Kemerovo, 11–14 November 1997. Kemerovo: Kuzbass State Technical University; 1997, part. 1, pp. 165–166. (In Russ.)

19. Coetzee C.J. Calibration of the discrete element method and the effect of particle shape. Powder Technology. 2016;297:50–70. https://doi.org/10.1016/j.powtec.2016.04.003

20. Coetzee, C.J. Review: Calibration of the discrete element method. Powder Technology. 2017;310:104–142. https://doi.org/10.1016/j.powtec.2017.01.015

21. An Z., Ying A., Abdou M. Application of discrete element method to study mechanical behaviors of ceramic breeder pebble beds. Fusion Engineering and Design. 2007;82(15-24):2233–2238. https://doi.org/10.1016/j.fusengdes.2007.02.004

22. Badanin A.N., Bugrov A.K., Krotov A.V. The determination of the first critical load on particulate medium of sandy loam foundation. Magazine of Civil Engineering. 2012;(9):29–34. (In Russ.) Available at: https://engstroy.spbstu.ru/userfiles/files/2012/9(35)/05.pdf?ysclid=lawtpxn1vm564465049

23. Hu W., Zhu X., Zeng Y., Liu X., Peng C. Active earth pressure against flexible retaining wall for finite soils under the drum deformation mode. Scientific Reports. 2022;(12):497. https://doi.org/10.1038/s41598-021-04411-4

24. Yang M., Deng B. Simplified method for calculating the active earth pressure on retaining walls of narrow backfill width based on DEM analysis. Advances in Civil Engineering. 2019:1507825. https://doi.org/10.1155/2019/1507825