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Received 03.02.2025

Revised 27.05.2025

Accepted 24.06.2025

Retrieved from Iss. 117, P. 2, 2025

Pages 137 -146

  • 245 Views

Suggested citation

Petrovych, V., Petrovych, I., Savenko, S., Chechuha, Ye., & Yurchuk, V. (2025). RESEARCH AND ANALYSIS OF ENGINEERING ANTI–LANDSLIDE MEASURES APPLIED DURING THE CONSTRUCTION OF AUTOMOBILE ROADS ON FOREST LANDS. Automobile Roads and Road Construction, (117.2), 137-146. https://doi.org/10.33744/0365-8171-2025-117.2-137-146

RESEARCH AND ANALYSIS OF ENGINEERING ANTI–LANDSLIDE MEASURES APPLIED DURING THE CONSTRUCTION OF AUTOMOBILE ROADS ON FOREST LANDS

Volodymyr Petrovych Ihor Petrovych Serhiy Savenko Yevhen Chechuha Vitaly Yurchuk

Abstract

The article examines the conditions under which silty and sandy soils transition to the ultimate and beyond-limit strength state under additional loading from earth structures. Errors in calculations using different strength coefficients are analyzed, and their limits for soils with varying internal friction angles are determined. The conditions for creep deformation and its potential development in weak soil layers are discussed. Analytical relationships for estimating the settlement rate of compressible layers are proposed, which have practical significance for assessing the performance of foundations and slopes of earth structures

Keywords:

soil, deformation, landslide, silty soil, strength, load, stress, embankment, settlement, assessment, plasticity, limit state, stability, pressure, operating conditions

References

  1. Zotsenko, M.L., Kovalenko, V.I., Yakovlev, A.V., Petrakov, O.O., Shvets, V.B., Shkola, O.V., Bida, S.V., & Vynnykov, Yu.L. (2003). Engineering geology. Soil mechanics, foundations and footings: Textbook. Poltava: Poltava National Technical University.
  2. Parfentieva, I.O., Vereshko, O.V., & Husachuk, D.A. (2017). Foundations and footings. Study guide for students of specialty 192 “Construction and civil engineering”. Lutsk: Lutsk National Technical University.
  3. DSTU B V.2.1–11:2009. (2010). Methods for laboratory determination of swelling and shrinkage properties. Kyiv: Ministry of Regional Development, Construction and Housing and Communal Services of Ukraine.
  4. DSTU B V.2.1–23:2009. (2009). Soils. Methods for laboratory determination of filtration coefficient. Kyiv: National Standardization Body of Ukraine.
  5. DBN V.2.3–4:2015. (2015). Highways. Part I. Design. Part II. Construction. Kyiv: Ministry of Regional Development, Construction and Housing and Communal Services of Ukraine.
  6. DSTU B V.2.1–2–96 (GOST 25100–95). (1996). Soils. Classification. Kyiv: National Standardization Body of Ukraine.
  7. DBN V.1.1–25–2009. (2009). Protection against hazardous geological processes, harmful operational impacts, fire: Engineering protection of territories and structures against flooding and inundation. Kyiv: Ministry of Regional Development, Construction and Housing and Communal Services of Ukraine.
  8. Yurchuk, V.V., Petrovych, V.V., Petrovych, I.V., & Chechuga, Ye.S. (2024). Investigation and analysis of engineering anti-settlement measures applied in the construction of highways on loess soils. Automobile Roads and Road Construction, 115(Part 1), 302-308. 
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https://doi.org/10.33744/0365-8171-2025-117.2-137-146

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