Article

Received 15.01.2024

Revised 27.05.2024

Accepted 30.06.2024

Retrieved from Iss. 115, P. 2, 2024

Pages 121 -136

Onyshchenko, A., Kovalchuk, V., Karnakov, I., Нarkusha, M., & Balashova, Yu. (2024). INCREASING THE BEARING CAPACITY OF THE FOUNDATION IN THE CONSTRUCTION OF STRUCTURES FROM METAL CORRUGATED STRUCTURES IN THE CONDITIONS OF WEAK SOILS. Automobile Roads and Road Construction, (115.2), 121-136. https://doi.org/10.33744/0365-8171-2024-115.2-121-136

INCREASING THE BEARING CAPACITY OF THE FOUNDATION IN THE CONSTRUCTION OF STRUCTURES FROM METAL CORRUGATED STRUCTURES IN THE CONDITIONS OF WEAK SOILS

Artur Onyshchenko Vitalii Kovalchuk Ihor Karnakov Mykola Нarkusha Yuliia Balashova

The article is devoted to conducting research aimed at increasing the load-bearing capacity of foundations during the construction of structures made of metal corrugated structures. The purpose of the work is to increase the load-bearing capacity of the foundations during the construction of structures made of metal corrugated structures on weak soils. This will make it possible to ensure the reliable and long-lasting operation of transport structures made of prefabricated metal corrugated structures during the construction and operation of structures. The object of research is the foundation of a transport structure made of metal corrugated structures in the conditions of weak soils. A study of the stress-deformation state of the foundation of a transport structure made of metal corrugated structures under the conditions of weak soils was carried out, taking into account the parameters of the soils obtained in the process of engineering-geological sectioning. It is proposed to strengthen the base of the structure on weak soils by the method of installing reinforced concrete piles. The results of calculations of the stress-strain state of the base without reinforcement showed that the maximum value of the total displacements is about 5.12 cm, which is unacceptable in terms of deformations for a concrete coating. At the same time, the value of vertical stresses is 803.5 kN/m2. Therefore, to compensate for the initial deformations, it is recommended to apply a load on the entire area of the site with a load of 10 kN/m. Due to the loading, we maximally remove stress and deformation before arranging the structures of the building. When using piles to strengthen the base on weak soils, it was found that the maximum value of the total displacements at the stage of loading was 2.36 cm, which is permissible in terms of deformations for a concrete coating. It was established that the main risks in the construction of transport facilities on weak soils are deformations of the soil base. They can appear during the transmission of forces from the transport structure and variable loads, as well as from changes in the physical and mechanical properties of the foundation soils during the construction and operation of the structure

transport structure, metal corrugated structures, base, stress, deformations
  1. Sun, H.-J., Guo, Y.-L., Wen, C.-B., Zuo, J.-Q., Zhao, Q., & Liu, Z.-G. (2023). The strength design of deeply buried circular corrugated steel arches with considering only soil radial restraining. Thin-Walled Structures, 183, article number 110422. doi: 10.1016/j.tws.2022.110422.
  2. Kovalchuk, V., Luchko, J., Bondarenko, I., Markul, R., & Parneta, B. (2016). Research and analysis of the stressed-strained state of metal corrugated structures of railroad tracks. Eastern-European Journal of Enterprise Technologies, 6/7(84), 4-10. doi: 10.15587/1729-4061.2016.84236.
  3. Kovalchuk, V., Markul, R., Pentsak, A., Parneta, B., Gajda, O., & Braichenko, S. (2017). Study of the stress-strain state in defective railway reinforced concrete pipes restored with corrugated metal structures. Eastern-European Journal of Enterprise Technologies, 5/1(89), 37-44. doi: 10.15587/1729-4061.2017.109611.
  4. Chimauriya, H.R., Azizian, M., Raut, S., Najafi, M., & Yu, X. (2023). Performance of a corrugated metal pipe with shallow burial depth in loosely compacted sand: Soil box test and 3D finite element modeling. Transportation Geotechnics, 43, article number 101134. doi: 10.1016/j.trgeo.2023.101134.
  5. Santos, R.R.V., Kang, J., & Park, J.S. (2020). Effects of embedded trench installations using expanded polystyrene geofoam applied to buried corrugated steel arch structures. Tunnelling and Underground Space Technology, 98, article number 103323. doi: 10.1016/j.tust.2019.103323.
  6. Kang, J. (2019). Finite element analysis for deeply buried concrete pipes in proposed imperfect trench installations with expanded polystyrene (EPS) foams. Engineering Structures, 189, 286-295. doi: 10.1016/j.engstruct.2019.03.083.
  7. Machelski, C., & Korusiewicz, L. (2017). Deformation of buried corrugated metal box structure under railway load. Roads and Bridges, 16(3), 191-201. doi: 10.7409/rabdim.017.013.
  8. Beben, D. (2009). Numerical analysis of a soil-steel bridge structure. The Baltic Journal of Road and Bridge Engineering, 4(1), 13-21. doi: 10.3846/1822-427X.2009.4.13-21.
  9. Embaby, K., El Naggar, M.H., & El Sharnouby, M. (2022). Investigation of bevel-ended large-span soil-steel structures. Engineering Structures, 267, article number 114658. doi: 10.1016/j.engstruct.2022.114658.
  10. Embaby, K., El Naggar, M.H., & El Sharnouby, M. (2022). Performance of large-span arched soil–steel structures under soil loading. Thin-Walled Structures, 172, article number 108884. doi: 10.1016/j.tws.2022.108884.
  11. Kovalchuk, V., Kovalchuk, Y., Sysyn, M., Stankevych, V., & Petrenko, O. (2018). Estimation of carrying capacity of metallic corrugated structures of the type multiplate mp 150 during interaction with backfill soil. Eastern-European Journal of Enterprise Technologies, 1/1(91), 18-26. doi: 10.15587/1729-4061.2018.123002.

https://doi.org/10.33744/0365-8171-2024-115.2-121-136