Bibliographic citations
Olano, K., Atoche, K. (2019). Influencia de la zeolita natural en las propiedades mecánicas de una mezcla asfáltica semicaliente, Chimbote 2018 [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/21193
Olano, K., Atoche, K. Influencia de la zeolita natural en las propiedades mecánicas de una mezcla asfáltica semicaliente, Chimbote 2018 [Tesis]. PE: Universidad Privada del Norte; 2019. https://hdl.handle.net/11537/21193
@misc{sunedu/3037374,
title = "Influencia de la zeolita natural en las propiedades mecánicas de una mezcla asfáltica semicaliente, Chimbote 2018",
author = "Atoche Cabel, Katia Stefanie",
publisher = "Universidad Privada del Norte",
year = "2019"
}
The present investigation was carried out in Trujillo, in the Universidad Privada del Norte, the influence of natural zeolite on the mechanical properties of a semi-hot asphalt mixture was determined, for the realization of the thesis a pure experimental design was used, the sampling was not probabilistic by experts, the data collection was done with the technique of observation, the instrument used was the observation guide, to analyze the data the statistical inference was used, the problem is that while in other countries already new technologies are used in the field of paving, in Peru there is little implementation of these, which may be favorable in terms of the physical characteristics of durability, resistance to aging and the mechanical characteristics of stability and flow to cope with climatic demands and traffic. The analysis obtained showed a mechanical behavior with respect to the stability of 1379 kg in the conventional ones, while in the asphalt mixtures with 0.5% zeolite it was partially inferior showing 1175 kg, both results are within the design parameters (min. kg), also the flow for conventional asphalt mixtures is 3.63 mm and in the semi-warm mixtures with the addition of 0.5% of zeolite is partially lower 3.47 mm, these results are within the design parameters (3-5 mm), finally the stability-flow for the conventional mixtures is of 3799 kg / cm, while for the secaleientes with addition of 0.5% of zeolite it is of 3387 kg / cm, both results are within the ranges of the specifications (1700-4000) kg / cm).
This item is licensed under a Creative Commons License