TY - GEN
T1 - Influencia de la fibra de nylon en una mezcla asfáltica
AU - Wladimir, Quevedo Carrión Reyler
AU - Joel, Valdez Cruz Harold
AU - Germán, Sagástegui Vásquez
N1 - Publisher Copyright:
© 2023 Latin American and Caribbean Consortium of Engineering Institutions. All rights reserved.
PY - 2023
Y1 - 2023
N2 - The objective of this research project is to determine the influence of nylon fiber in an asphalt mix, using the Marshall method, which had to comply with the requirements for the bituminous concrete mix of the MTC E 504 regulations. Where the Marshall test was carried out for the unmodified asphalt mix and those modified with nylon fiber. There was a stability of 9.14 Kn. In traditional mix, for the asphalt mix with 1.0%, 1.5% and 2.0% nylon fiber we have 9.48 Kn.,10.193 Kn. And 11,087 Kn. Regarding flow we have a 9.8 mm for a traditional mix, for 1.0%, 1.5% and 2.0% nylon fiber we have 9.627 mm, 10.247 mm and 11.06 mm. For the percentage of voids, there was 4.044% for a traditional asphalt mix, for 1.0%, 1.5% and 2.0% of nylon fiber we have 3.781%, 3.975% and 3.809% void. It is positively concluded in the properties of the asphalt mixture with the Marshall method adding the different percentages of Nylon fiber and the optimal amount of Nylon fiber of 2.00% was determined.
AB - The objective of this research project is to determine the influence of nylon fiber in an asphalt mix, using the Marshall method, which had to comply with the requirements for the bituminous concrete mix of the MTC E 504 regulations. Where the Marshall test was carried out for the unmodified asphalt mix and those modified with nylon fiber. There was a stability of 9.14 Kn. In traditional mix, for the asphalt mix with 1.0%, 1.5% and 2.0% nylon fiber we have 9.48 Kn.,10.193 Kn. And 11,087 Kn. Regarding flow we have a 9.8 mm for a traditional mix, for 1.0%, 1.5% and 2.0% nylon fiber we have 9.627 mm, 10.247 mm and 11.06 mm. For the percentage of voids, there was 4.044% for a traditional asphalt mix, for 1.0%, 1.5% and 2.0% of nylon fiber we have 3.781%, 3.975% and 3.809% void. It is positively concluded in the properties of the asphalt mixture with the Marshall method adding the different percentages of Nylon fiber and the optimal amount of Nylon fiber of 2.00% was determined.
KW - Nylon fiber
KW - flow
KW - voids
UR - https://www.scopus.com/pages/publications/85172359761
M3 - Contribución a la conferencia
AN - SCOPUS:85172359761
T3 - Proceedings of the LACCEI international Multi-conference for Engineering, Education and Technology
BT - Proceedings of the 21st LACCEI International Multi-Conference for Engineering, Education and Technology
A2 - Larrondo Petrie, Maria M.
A2 - Texier, Jose
A2 - Matta, Rodolfo Andres Rivas
T2 - 21st LACCEI International Multi-Conference for Engineering, Education and Technology, LACCEI 2023
Y2 - 19 July 2023 through 21 July 2023
ER -