Dennyele Alves Gama

ORCID: 0000-0002-1370-1821
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About
Contact & Profiles
Research Areas
  • Infrastructure Maintenance and Monitoring
  • Asphalt Pavement Performance Evaluation
  • Transport Systems and Technology
  • Engineering Diagnostics and Reliability
  • Material Properties and Failure Mechanisms
  • Geotechnical and construction materials studies
  • Geotechnical Engineering and Soil Stabilization
  • Polymer Nanocomposites and Properties

Faculdades Guarulhos
2015-2018

Universidade Federal de Campina Grande
2015-2018

The footwear industry discards residues in its most diverse phases of production, the ethylene vinyl acetate (EVA) being one them. This work proposes an evaluation use EVA residue discarded by Campina Grande city asphalt mixtures. incorporated to petroleum cement through wet process percentages 0%, 2%, 3%, 4%, and 5% mass. In tests tensile strength resilient modulus, every mixture that used composition fulfilled Department Infrastructure Transportation's criteria resilience for usage paving.

10.1080/10916466.2015.1031348 article EN Petroleum Science and Technology 2015-04-18

The footwear industry discards residues in its most diverse phases of production, the Ethylene Vinyl Acetate (EVA) being one them. This work proposes an evaluation use EVA’s residue discarded by Campina Grande city asphalt mixtures. modified binder was characterized penetration test, softening point, and rotational viscosity. mixture prepared through SUPERPAVE methodology. incorporated to Petroleum Asphalt Cement (CAP) wet process percentages 0, 2, 3, 4 5 % mass. Among mixtures analyzed,...

10.1590/s1517-707620180003.0531 article EN cc-by Matéria (Rio de Janeiro) 2018-10-18

The characteristics of the subgrade soil, obtained from laboratory and in situ tests, are fundamental importance to design pavements. tests carried out field, such as CBR situ, Bredboard others, represent more significantly conditions soil. Dynamic Cone Penetrometer (DCP) is an equipment easy use that has become alternative pavement design. With kind it possible determine resistance profile penetration layers compacted soil or its natural state correlations between this test situ. This work...

10.28927/sr.352181 article EN cc-by Soils and Rocks 2012-05-01
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