Article

Received 31.10.2023

Revised 26.02.2024

Accepted 27.03.2024

Retrieved from Iss. 115, P. 1, 2024

Pages 302 -308

Yurchuk, V., Petrovych, V., Petrovych, I., & Chechuha, Ye. (2024). RESEARCH AND ANALYSIS OF ENGINEERING ANTI-SUBSIDENCE MEASURES APPLIED IN ROAD CONSTRUCTION ON LOESS SOILS. Automobile Roads and Road Construction, (115.1), 302-308. https://doi.org/10.33744/0365-8171-2024-115.1-302-308

RESEARCH AND ANALYSIS OF ENGINEERING ANTI-SUBSIDENCE MEASURES APPLIED IN ROAD CONSTRUCTION ON LOESS SOILS

Vitaly Yurchuk Volodymyr Petrovych Ihor Petrovych Yevhen Chechuha

The widespread distribution of loess collapsible and structurally unstable soils when saturated in our country, along with insufficient regulatory documentation for the design and construction of highways on these soils, necessitates scientific research in this field. In this context, we are conducting studies to investigate the stress-strain state of loess embankment bases, the changes in this state upon moisture exposure, and the nature of stability loss of the roadbed during the subsidence of its base. This paper presents the analysis results of the stress-strain state of embankment bases, the subsidence patterns in loess bases of high embankments, and the nature of roadbed destruction in high embankments. Some engineering anti-subsidence measures for use in road construction on loess collapsible soils are also provided

stress-deformation of forest foundations in bulk, ruining of the subgrade, engineering anti-subsidence approaches, silt-clay soils, forest soils drained by boreholes, soil fires, subsidence of forest authorities Ground
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https://doi.org/10.33744/0365-8171-2024-115.1-302-308