DEFORMATIONS OF SOIL MASSES UNDER THE ACTION OF HUMAN-INDUCED FACTORS
Mykola Kuzlo
National University of Water and Environmental Engineering, Department of Highways, Bases and Foundations (Ukraine)
Viktor Moshynskyi
National University of Water and Environmental Engineering, Department of Land Management, Cadastre, Land Monitoring and Geoinformatics (Ukraine)
https://orcid.org/0000-0002-1661-6809
Nataliia Zhukovska
National University of Water and Environmental Engineering, Department of Computer Sciences and Applied Mathematics (Ukraine)
https://orcid.org/0000-0001-7839-0684
Viktor Zhukovskyy
v.v.zhukovskyy@nuwm.edu.uaNational University of Water and Environmental Engineering, Department of Computer Sciences and Applied Mathematics (Ukraine)
https://orcid.org/0000-0002-7088-6930
Abstract
Significant changes in the stress-strain state cause a change in the soil profile of the massif, which is affected by various physical and chemical factors. In particular, groundwater filtration, mass transfer, heat transfer, dissolution and leaching of soil masses. This can lead to various types of accidents. Therefore, the study of the stress-strain state of the soil massif is an important topic. Nonlinear dependences in the form of polynomials of the modulus of deformation and Lame coefficients on the concentration of salt solutions and their temperature have been received in this research based on experimental research and their statistical processing. This allowed improving the mathematical model of the stress-strain state of the soil taking into account the nonlinear deformation processes occurring in the soil masses under the presence and filtration of saline solutions in non-isothermal conditions.
Keywords:
mathematical model, statistical analysis, stress-strain state, deformationReferences
Abdo A. M. A.: Utilizing a Simple Numerical Model in Discrete Element Analysis to Simulate Flow Time and Number Tests of Asphalt Mixes. Jou. Eng. Res. 11(2), 2017, 39 [https://doi.org/10.24200/tjer.vol11iss2pp39-49].
Google Scholar
Ait M'Barek S. et al.: Multi‐Site Calibration and Validation of SWAT Model for Hydrologic Modeling and Soil Erosion Estimation: A Case Study in El Grou Watershed, Morocco. Ecol. Eng. Environ. Technol. 22(6), 2021, 45–52 [https://doi.org/10.12912/27197050/141593].
Google Scholar
Al-Abdul Wahhab H. I., Abdullah G. M. S.: Prediction of Permanent Deformation of Foamed and Emulsified Sulfur Asphalt Soils Mixes. Jou. Eng. Res. 15(2), 2018, 1 [https://doi.org/10.24200/tjer.vol13iss1pp1-21].
Google Scholar
Boyko I. P. et al.: Influence of hydrogeological conditions on the deformation of the fundamentals of existing foundations. Fundamentals and foundations 24, 1991, 23–30.
Google Scholar
Gerasimov I. et al.: Hydrodynamic features of the floating water outlet from a pumping station. Journal of Water and Land Development 48 (1) 2020, 162–171 [https://doi.org/10.24425/jwld.2021.136159].
Google Scholar
Hetnarski R. B.: Encyclopedia of thermal stresses. Springer Reference, Dordrecht 2014.
Google Scholar
Hutniczak A. et al.: The concept of reclamation in the life sciences to new environmental challenges. Inż. Ekolog. 20(4), 2019, 14–20 [https://doi.org/10.12912/23920629/113633].
Google Scholar
Jafari M. et al.: Dynamic approachs for system identification applied to deformation study of the dams. Acta Geod. Geophys. 50(2), 2015, 187–206 [https://doi.org/10.1007/s40328-014-0091-3].
Google Scholar
Jafari M.: Deformation modelling of structures enriched by inter-element continuity condition based on multi-sensor data
Google Scholar
fusion. Applied Mathematical Modelling 40(21-22), 2016, 9316–9326 [https://doi.org/10.1016/j.apm.2016.06.010].
Google Scholar
Kaliukh I. et al.: Decreasing Service Life of Buildings Under Regular Explosion Loads. Cybernetics and Systems Analysis 54(6), 2018, 948–956 [https://doi.org/10.1007/s10559-018-0098-9].
Google Scholar
Kaliukh I. et al.: Geotechnical Issues of Landslides in Ukraine: Simulation, Monitoring and Protection. Proceedings of China-Europe Conference on Geotechnical Engineering. Springer International Publishing, Cham 2018, 1466–1469.
Google Scholar
Klimov S. et al.: Limiting horizontal water filtration using drainage-screened modules. Journal of Water and Land Development 43(1), 2019, 90–95 [https://doi.org/10.2478/jwld-2019-0066].
Google Scholar
Kuzlo M. et al.: Deformations of Soil Massifs Under the Existence of Saline Solutions with Different Concentration and Temperature. Proceedings of the 2nd International Conference on Building Innovations. Springer International Publishing, Cham 2020, 123–131.
Google Scholar
Kuzlo M. T., Filatova I. A.: Investigation of the influence of the concentration of saline solutions on the deformation characteristics of soils. Bulletin National University of Water and Environmental Engineering, 31, 2006, 175–181.
Google Scholar
Kuzlo M. T.: Experimental and theoretical studies of soil masses’ deformations under the action of human induced factors. NUWEE, Rivne 2019.
Google Scholar
Kuzlo M. T. et al.: Mathematical modelling of soil massif's deformations under its drainage. International Journal of Applied Mathematics 31(6), 2018 [https://doi.org/10.12732/ijam.v31i6.5].
Google Scholar
Kuzlo M. T. et al.: Experimental studies of saline solutions filtrations depending on their concentration and an dunder. Automobile roads and road construction 107, 2020, 57–62.
Google Scholar
Methods of laboratory determination of durability and deformation characteristics. 2nd ed. (GOST 12248 – 96). State Committee of Ukraine for Urban Development and Architecture, Kyiv 01/04/1991.
Google Scholar
Sergeeva E. M. (ed): Soil Science. Moscow State University, Moscow 1983.
Google Scholar
Vlasyuk A. et al.: Mathematical Modelling of Spatial Deformation Process of Soil Massif with Free Surface. Advances in inteligent systems and computing IV, 1080, 2020, 107–120 [https://doi.org/10.1007/978-3-030-33695-0_9].
Google Scholar
Vlasyuk A. P. et al.: Computer modeling of heat and mass transfer effect on the three-dimensional stressed-strained state of soil massif. 18th International Multidisciplinary Scientific Geoconference SGEM, 18(1.2), 2018, 153–160 [https://doi.org/10.5593/sgem2018/1.2/S02.020].
Google Scholar
Vlasyuk A. P. et al.: Mathematic and computer modeling of cohesion effect forces on spatial deformation processes of soil massif. Math. Model. Comput. 7(1), 2020, 196–205 [https://doi.org/10.23939/mmc2020.01.196].
Google Scholar
Yamada Y., Ishihara K.: Anisotropic deformation characteristics of an dunder three dimensional stress conditions. Soils and Foundations 19(2), 1979, 79–94.
Google Scholar
Authors
Mykola KuzloNational University of Water and Environmental Engineering, Department of Highways, Bases and Foundations Ukraine
An expert in hydro-melioration, holding a Dr. Sc. in Technical Sciences (2015) and a Professorship (2016). He graduated from the Ukrainian Institute of Water Management Engineers in Rivne (1984) and has been working there since 1989. He serves as the Head of the Department of Automobile Roads, Foundations, and Bases. His research focuses on predicting soil mass deformations, evaluating the stability of soil slopes, and assessing natural slopes' stability under changing hydrogeological conditions and anthropogenic factors.
Authors
Viktor MoshynskyiNational University of Water and Environmental Engineering, Department of Land Management, Cadastre, Land Monitoring and Geoinformatics Ukraine
https://orcid.org/0000-0002-1661-6809
The Rector of the National University of Water and Environmental Engineering. With a career starting in 1987 as a hydrogeologist, he earned a Doctor in Agricultural Sciences in 2002. His academic career includes roles as an Associate Professor in agrochemistry, soil science, and agriculture, and later as Head of the Department of Land Management and Cadastre. Research interests: environmental protection, agricultural melioration, land management, and mathematical modeling in agriculture and environmental activities.
Authors
Nataliia ZhukovskaNational University of Water and Environmental Engineering, Department of Computer Sciences and Applied Mathematics Ukraine
https://orcid.org/0000-0001-7839-0684
Authors
Viktor Zhukovskyyv.v.zhukovskyy@nuwm.edu.ua
National University of Water and Environmental Engineering, Department of Computer Sciences and Applied Mathematics Ukraine
https://orcid.org/0000-0002-7088-6930
Statistics
Abstract views: 79PDF downloads: 80