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Mykola Kuzlo

  • 6 Articles
  • 100 Views

National University of Water Management and Environmental Engineering

https://orcid.org/0000-0001-9242-2478

All articles

open access

COMPARISON AND ANALYSIS OF AGGREGATE-SAND MIXTURES OF MYKYTIVSKY AND SOFIIVSKY DEPOSITS

mykytivsky quarry, sofiivsky quarry, aggregate-sand mixtures, physical and mechanical properties, strength, frost resistance, abrasion resistance, water absorption

Mykola Kuzlo, Andriy Kotouch, Vitalii Marchuk

https://doi.org/10.33744/0365-8171-2025-118.1-072-079

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open access

THE CURRENT STATE OF TRANSPORTATION AND EXPLOITATION PARAMETERS IN THE MAINTENANCE OF BRIDGES ON THE ROAD NETWORK OF THE RIVNE REGION

current state, exploitation, maintenance, bridge buildings, road network

Andrii Bondar, Mykola Kuzlo, Valerii Chertkov

https://doi.org/10.33744/0365-8171-2024-116.2-187-196

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open access

UTILIZING GRANITE CRUSHED STONE SCREENINGS AS FINE AGGREGATE FOR COMMERCIAL CONCRETE

granite screening, natural sand, superplasticizer

Mykola Kuzlo, Mykola Skrypnyk

https://doi.org/10.33744/0365-8171-2024-115.2-084-095

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open access

INFLUENCE ON PHISICAL AND MECHANICAL PROPERTIES OF ASPALT CONCETE ADDITIVE RW ELAST FROM CONCENTRATED POLYMER-MODIFIED BITUMEN (PmB)

asphalt concrete, track resistance, track formation, modifying additive, bitumen, physical and mechanical properties

Evgen Guyvan, Mykola Kuzlo

https://doi.org/10.33744/0365-8171-2022-112-046-052

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open access

ASSESSMENT OF THE STATUS AND PROPOSALS FOR ENSURING ROAD SAFETY ON CERTAIN SECTIONS OF THE M-06 KYIV-CHOP MOTORWAY

highways, speed of traffic, means of traffic calming, dividing strip, road accident

Evgen Guyvan, Mykola Kuzlo, Olha Potiichuk

https://doi.org/10.33744/0365-8171-2022-111-055-065

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open access

DYNAMICS OF THE PHREATIC SURFACE IN THE BODY OF EARTH STRUCTURES DURING DRAWDOWN OF WATER LEVEL IN A RESERVOIR

water-saturated earth slopes, reservoirs, phreatic surface, hydrodynamic forces, seepage flow

Mykola Kuzlo, Maksym Avdeev

https://doi.org/10.33744/0365-8171-2026-119-223-229

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