Determination of Degradation and Compressive Strength of Polyurethane Resin Applied for Bridge Abutment

Authors

  • Šarūnas Skuodis Department of Reinforced Concrete Structures and Geotechnics, Vilnius Gediminas Technical University, Saulėtekio al.11, LT-10223, Vilnius, Lithuania https://orcid.org/0000-0001-9467-7255
  • Neringa Dirgėlienė Department of Reinforced Concrete Structures and Geotechnics, Vilnius Gediminas Technical University, Saulėtekio al.11, LT-10223, Vilnius, Lithuania https://orcid.org/0000-0002-3628-9286
  • Mindaugas Zakarka Department of Reinforced Concrete Structures and Geotechnics, Vilnius Gediminas Technical University, Saulėtekio al.11, LT-10223, Vilnius, Lithuania https://orcid.org/0000-0001-7154-1267
  • Dovilė Vasiliauskienė Department of Chemistry and Bioengineering, Vilnius Gediminas Technical University, Saulėtekio al.11, LT-10223, Vilnius, Lithuania https://orcid.org/0000-0001-8837-6499

DOI:

https://doi.org/10.7250/bjrbe.2024-19.650

Keywords:

bridge abutment, compressive strength, degradation, ground improvement, polyurethane resin, road embankment

Abstract

This study is carried out in order to review the deformation properties, strength, applications and suitability of polyurethane resin as a ground improvement method applied for bridge abutment construction. Since it is applied in the ground, awareness on polyurethane degradation needs to be emphasised. Deformation properties were determined for resin injections before and after degradation. The degradation of samples was studied by exposure to gasoline, diesel, oil, NaCl salt solutions with different concentrations (59, 193 and 301 kg/m3) and a mixture of fungi. After the degradation tests, compressibility tests were also performed. The use of resin as a ground improvement method has several advantages over conventional methods. The information presented enables road and bridges engineers and construction professionals to make competent decisions about implementing this innovative technique in the projects.

Supporting Agencies
Center of Excellence project Civil Engineering Research Centre (Grant No. S-A-UEI-23-5), JSC Geolift Baltic, Development of Geopolymer Injections (Grant No. 02-019-K-0004)

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Published

12.12.2024

How to Cite

Skuodis, Šarūnas, Dirgėlienė, N., Zakarka, M., & Vasiliauskienė, D. (2024). Determination of Degradation and Compressive Strength of Polyurethane Resin Applied for Bridge Abutment. The Baltic Journal of Road and Bridge Engineering, 19(4), 96-118. https://doi.org/10.7250/bjrbe.2024-19.650