Salpadoru Tholkamudalige Anupiya. M. Perera

ORCID: 0000-0003-2189-7913
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About
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Research Areas
  • Geotechnical Engineering and Soil Stabilization
  • Recycled Aggregate Concrete Performance
  • Concrete and Cement Materials Research
  • Grouting, Rheology, and Soil Mechanics
  • Innovative concrete reinforcement materials
  • Asphalt Pavement Performance Evaluation
  • Healthcare and Environmental Waste Management
  • Structural Behavior of Reinforced Concrete
  • Landfill Environmental Impact Studies
  • Recycling and utilization of industrial and municipal waste in materials production
  • Graphene and Nanomaterials Applications

RMIT University
2020-2024

Expansive soils swell when they absorb water and shrink by losing water. This process causes significant volume changes in highly expansive clay soils. Clay soil foundations have caused problems for various civil engineering projects, including pavements, railroads, embankments, worldwide. Besides, the accumulation of huge amounts waste glass is responsible several environmental issues. Although idea using pavement application not new, adoption treatment as subgrade has been rarely studied....

10.1016/j.cscm.2022.e01244 article EN cc-by Case Studies in Construction Materials 2022-06-15

Abstract Low plasticity clays are found in abundance worldwide, exerting undue stresses on civil structures, road pavements and railway infrastructure, owing to the periodic settlement caused by their low bearing capacity slight swelling potential. They often encountered as natural soil when constructing subgrade have potential compromise integrity of entire pavement system unless improved appropriately. Furthermore, accumulation vast quantities non-biodegradable glass waste is identified a...

10.1007/s42947-023-00339-2 article EN cc-by International Journal of Pavement Research and Technology 2023-06-07

Brown coal fly ash (BCFA) is a lower-quality type of produced through brown combustion, and its disposal in landfills raises environmental concerns. This study, for the first time, evaluates feasibility using BCFA stabilising expansive clay subgrade pavement construction. Various engineering tests were conducted, including unconfined compressive strength (UCS), repeated load triaxial (RLT), soaked California bearing ratio (CBR), direct shear, shrink-swell tests. The results indicated that...

10.1016/j.resconrec.2024.107533 article EN cc-by Resources Conservation and Recycling 2024-03-05

The construction sector has undergone significant reforms towards increased sustainability in recent decades. Therefore, there been a great interest developing alternative binders for stabilising expansive clay subgrades and improving their mechanical properties while mitigating swelling shrinking behaviour. One such binder is vinyl acetate-ethylene (VAE) polymers. However, are only few studies on utilising polymers, especially VAE stabilisation. Specifically, lack of research using...

10.1080/14680629.2024.2320876 article EN cc-by-nc-nd Road Materials and Pavement Design 2024-02-27

In recent years, the construction industry has shifted toward sustainability, replacing traditional binders with eco-friendly alternatives. One such alternative is vinyl acetate-ethylene (VAE) polymer, known for its hydrophobic properties and used in various materials. This study explores potential of VAE polymer to stabilize expansive clay as road subgrade material. was introduced into low-plasticity varying percentages (1%, 1.5%, 2% by dry weight clay), mixtures underwent a series...

10.1061/jmcee7.mteng-17049 article EN Journal of Materials in Civil Engineering 2024-04-18
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