METHODS FOR ASSESSING ROAD CONDITIONS ON HIGHWAYS TO IMPROVE TRAFFIC SAFETY road condition assessment, traffic safety, international experience, Ukraine, artificial intelligence, mobile applications, innovative technologies, road monitoring Serhii Myshkovets, Vyacheslav Savenko https://doi.org/10.33744/0365-8171-2025-117.2-097-105 Read more
PATTERNS AND TRENDS OF THE EFFECT OF FLY ASH ON SOILS fly ash, soil stabilization, road construction, pozzolanic properties, plasticity index, optimum moisture content, physical and mechanical properties, energy efficiency, waste utilization Vyacheslav Savenko, Viktor Skoropadskyi https://doi.org/10.33744/0365-8171-2025-117.2-160-169 Read more
STUDY OF THE INFLUENCE OF WEATHER AND CLIMATE FACTORS ON THE CAPACITY OF ROADS AND BRIDGE CROSSINGS highway, road transport, road safety, road conditions, road traffic accidents (RTAs), bridge crossing, traffic management, weather conditions, weather and climate factors, traffic capacity Vyacheslav Savenko, Andrii Bubela, Oleksandr Chechuga, Anna Feschenko, Yaroslav Vorontsov https://doi.org/10.33744/0365-8171-2024-115.2-154-162 Read more
ANALYSIS OF THE EXPERIENCE OF USING ASH SLAG MATERIALS OF THERMAL POWER PLANTS IN ROAD MATERIALS MADE BY COLD RECYCLING TECHNOLOGY road, road clothing, ash and slag materials, hydroremoval ash, takeaway ash, recycling Vyacheslav Savenko, Mykola Bykovets https://doi.org/10.33744/0365-8171-2024-115.1-278-283 Read more
JUSTIFICATION FOR THE BUILDING MATERIALS REQUIREMENTS IN THE ASPHALT PAVEMENT REPAIR BY THE CEMENT CONCRETE LAYERS pavement, cement-concrete mixture, concrete, Portland cement, aggregate, crushed stone, plasticizing additives, frost resistance Vyacheslav Savenko, Mykola Bykovets https://doi.org/10.33744/0365-8171-2023-113.2-070-081 Read more
JUSTIFICATION OF THE FEASIBILITY OF USING FLY ASH IN ROAD CONSTRUCTION fly ash, ash, pozzolan, mineral admixture, free lime, hydration, ash concrete, fluid pouring, artificial filler, grout, efficiency Vyacheslav Savenko, Viktor Skoropadskyi https://doi.org/10.33744/0365-8171-2022-112-104-113 Read more
DETERMINATION OF DESIGN PARAMETERS OF GEOGRIDS FOR NUMERICAL MODELLING IN PLAXIS 2D geogrid, reinforced soil, numerical modeling, Plaxis 2D, short-term strength, long-term strength, geogrid–soil contact zone, elastic and elastoplastic models, reinforced soil retaining walls, road embankments Vyacheslav Savenko, Olena Usychenko, Rostyslav Plytus, Pavlo Kharin https://doi.org/10.33744/0365-8171-2026-119-314-323 Read more
