Mechanical Performance of Asphalt Mixes Incorporating Waste Glass
This paper shows the results obtained in a research project that analyzes the mechanical performance of asphalt concrete containing waste glass as a substitute of part of the aggregate. The mechanical performance of an AC16S asphalt mix with different percentages of glass (0%, 8% and 15%) and differ...
Saved in:
| Main Authors: | , , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Riga Technical University Press
2015-09-01
|
| Series: | The Baltic Journal of Road and Bridge Engineering |
| Subjects: | |
| Online Access: | https://bjrbe-journals.rtu.lv/article/view/3447 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1846095204977737728 |
|---|---|
| author | Fernando Moreno-Navarro Miguel Pérez-Martínez Jesús Martín-Marín Miguel Sol-Sánchez María del Carmen Rubio-Gámez |
| author_facet | Fernando Moreno-Navarro Miguel Pérez-Martínez Jesús Martín-Marín Miguel Sol-Sánchez María del Carmen Rubio-Gámez |
| author_sort | Fernando Moreno-Navarro |
| collection | DOAJ |
| description | This paper shows the results obtained in a research project that analyzes the mechanical performance of asphalt concrete containing waste glass as a substitute of part of the aggregate. The mechanical performance of an AC16S asphalt mix with different percentages of glass (0%, 8% and 15%) and different types of filler was assessed with the moisture sensitivity test, the stiffness modulus test, and the cyclic triaxial compression test in order to analyze their response to moisture action and plastic deformation as well as to calculate their stiffness modulus. Results show that the reuse of waste glass as a substitute for the sand fraction in low dosages (8%) produced asphalt mixes with mechanical properties that were suitable for road surfaces course, being the calcium carbonate the more appropriate filler. |
| format | Article |
| id | doaj-art-db9b34094111447cabb72299e4e6033b |
| institution | Kabale University |
| issn | 1822-427X 1822-4288 |
| language | English |
| publishDate | 2015-09-01 |
| publisher | Riga Technical University Press |
| record_format | Article |
| series | The Baltic Journal of Road and Bridge Engineering |
| spelling | doaj-art-db9b34094111447cabb72299e4e6033b2025-01-02T11:29:44ZengRiga Technical University PressThe Baltic Journal of Road and Bridge Engineering1822-427X1822-42882015-09-0110325526110.3846/bjrbe.2015.321888Mechanical Performance of Asphalt Mixes Incorporating Waste GlassFernando Moreno-Navarro0Miguel Pérez-Martínez1Jesús Martín-Marín2Miguel Sol-Sánchez3María del Carmen Rubio-Gámez4Laboratory of Construction Engineering of the University of Granada (LabIC.UGR), School of Civil Engineering Avda, Severo Ochoa, s/n C.P., 18071 Granada, SpainLaboratory of Construction Engineering of the University of Granada (LabIC.UGR), School of Civil Engineering Avda, Severo Ochoa, s/n C.P., 18071 Granada, SpainLaboratory of Construction Engineering of the University of Granada (LabIC.UGR), School of Civil Engineering Avda, Severo Ochoa, s/n C.P., 18071 Granada, SpainLaboratory of Construction Engineering of the University of Granada (LabIC.UGR), School of Civil Engineering Avda, Severo Ochoa, s/n C.P., 18071 Granada, SpainLaboratory of Construction Engineering of the University of Granada (LabIC.UGR), School of Civil Engineering Avda, Severo Ochoa, s/n C.P., 18071 Granada, SpainThis paper shows the results obtained in a research project that analyzes the mechanical performance of asphalt concrete containing waste glass as a substitute of part of the aggregate. The mechanical performance of an AC16S asphalt mix with different percentages of glass (0%, 8% and 15%) and different types of filler was assessed with the moisture sensitivity test, the stiffness modulus test, and the cyclic triaxial compression test in order to analyze their response to moisture action and plastic deformation as well as to calculate their stiffness modulus. Results show that the reuse of waste glass as a substitute for the sand fraction in low dosages (8%) produced asphalt mixes with mechanical properties that were suitable for road surfaces course, being the calcium carbonate the more appropriate filler.https://bjrbe-journals.rtu.lv/article/view/3447asphalt mixesmechanical performancewaste glass |
| spellingShingle | Fernando Moreno-Navarro Miguel Pérez-Martínez Jesús Martín-Marín Miguel Sol-Sánchez María del Carmen Rubio-Gámez Mechanical Performance of Asphalt Mixes Incorporating Waste Glass The Baltic Journal of Road and Bridge Engineering asphalt mixes mechanical performance waste glass |
| title | Mechanical Performance of Asphalt Mixes Incorporating Waste Glass |
| title_full | Mechanical Performance of Asphalt Mixes Incorporating Waste Glass |
| title_fullStr | Mechanical Performance of Asphalt Mixes Incorporating Waste Glass |
| title_full_unstemmed | Mechanical Performance of Asphalt Mixes Incorporating Waste Glass |
| title_short | Mechanical Performance of Asphalt Mixes Incorporating Waste Glass |
| title_sort | mechanical performance of asphalt mixes incorporating waste glass |
| topic | asphalt mixes mechanical performance waste glass |
| url | https://bjrbe-journals.rtu.lv/article/view/3447 |
| work_keys_str_mv | AT fernandomorenonavarro mechanicalperformanceofasphaltmixesincorporatingwasteglass AT miguelperezmartinez mechanicalperformanceofasphaltmixesincorporatingwasteglass AT jesusmartinmarin mechanicalperformanceofasphaltmixesincorporatingwasteglass AT miguelsolsanchez mechanicalperformanceofasphaltmixesincorporatingwasteglass AT mariadelcarmenrubiogamez mechanicalperformanceofasphaltmixesincorporatingwasteglass |