@ARTICLE{Urbański_Aleksander_Stability_2024,
 author={Urbański, Aleksander and Richter, Mateusz},
 volume={vol. 70},
 number={No 1},
 journal={Archives of Civil Engineering},
 pages={649-665},
 howpublished={online},
 year={2024},
 publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES},
 abstract={In this paper, the authors present an extension of the scope of the previously conducted research to the full three-dimensional computer simulation (using the finite element method), which takes into account the interaction between: heavy caterpillar tracks system – working platform – weak subsoil. The article presents a computer model considering two caterpillars, resting on elastic-plastic sub-soil, with standard Mohr-Coulomb yield conditions, allowing for computer simulation of the behavior of the system up to achievement of ultimate limit state. The results of the above model are treated as the reference for a simplified Analytical Models of estimating the limit state, which might be used in design procedures. In turn, these Analytical Models are enhancements of previously presented one. The most important results concluding form the Analytical Model are simple interaction formulas, in the space of moments acting on the machine-subsoil system, limiting a domain of safety in given soil conditions.},
 type={Article},
 title={Stability analysis of heavy machinery moving on weak subsoil. 3D FEM model vs. analytical models},
 URL={http://journals.pan.pl/Content/130810/ACE_2024_01_38.pdf},
 doi={10.24425/ace.2024.148934},
 keywords={3D FEM model, analytical models, geotechnical engineering, interaction curves, subsoil – machine interaction, working platform},
}