Experimental determination of sliding planes in multilayer foundation under surface load

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Svitlana Yesakova

Abstract

The paper presents the results of an experimental study aimed at identifying the configuration of sliding planes in multilayer soil foundations under surface strip loading. The experiments confirmed the presence of a single sliding plane through all layers, regardless of their properties and sequence. Surface loading significantly affects the inclination of these planes compared to classical Coulomb theory.


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How to Cite
Yesakova, S. (2025). Experimental determination of sliding planes in multilayer foundation under surface load. Scientific Collection «InterConf+», (56(244), 386–388. https://doi.org/10.51582/interconf.19-20.04.2025.044
Author Biography

Svitlana Yesakova, Department of Geotechnics, Underground Structures and Hydrotechnical Construction; O.M. Beketov National University of Urban Economy in Kharkiv

Associate Professor, PhD

References

Chepurnyi, Dmytro, Svetlana Yesakova, Viktoriia Naidonova, and Sergii Tabachnikov. “Experimental Studies of Slide Planes and Horizontal Stresses in Multilayered Backfill.” AIP Conference Proceedings 2684, no. 1 (2023): 030007. https://doi.org/10.1063/5.0119929 DOI: https://doi.org/10.1063/5.0119929

Luchkovsky, I. Y. Interaction of Structures with the Base. Kharkiv: KSTU, 2000. (In Russian)

Samorodov, O. V., S. V. Tabachnikov, S. V. Yesakova, and O. V. Krotov. “Experience in Designing and Calculating Slab Foundations of a Two-Section Multi-story Building on Weak Water-Saturated Soils.” In Best Practices in Geotechnical and Pavement Engineering, edited by S. Kolathayar, N. Vinod Chandra Menon, and K. S. Sreekeshava, 33–43. Lecture Notes in Civil Engineering, vol. 449. Singapore: Springer, 2024. https://doi.org/10.1007/978-981-99-8505-0_4 DOI: https://doi.org/10.1007/978-981-99-8505-0_4