4th International Seminar on Sustainable Urban Development | |
Performance of warm mix asphalt with Buton natural asphalt-rubber and zeolite as an additives | |
地球科学;经济学 | |
Wahjuningsih, N.^1 ; Hadiwardoyo, S.P.^1 ; Sumabrata, R.J.^1 ; Anis, M.^1 | |
Civil Engineering Department, Faculty of Engineering, Universitas Indonesia, Indonesia^1 | |
关键词: Aggregate grading; Asphalt industries; Mixing temperature; Natural asphalts; Optimum bitumen content; Permanent deformations; Warm mix asphalt (WMA); Warm mix asphalts; | |
Others : https://iopscience.iop.org/article/10.1088/1755-1315/106/1/012047/pdf DOI : 10.1088/1755-1315/106/1/012047 |
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来源: IOP | |
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【 摘 要 】
The aim of this research is improving of asphalt industry to decrease the fuel consumption by lowering the temperature of mixing and compacting of asphalt mixture. This technology known as Warm Mix Asphalt (WMA). Buton Natural Asphalt Rubber (BNA-R) as a function of the additive has been able to improve the performance of HMA. Zeolit has a function as an additive to lowering the mixing temperature. Aggregate composition using the composition of aggregate grading specifications for airport pavement, with the composition of BNA-R 5% and 10% and Zeolite content of 2%. The mixture have produced Resilient Modulus value by using the Universal Material Testing Apparatus (UMATTA) on optimum bitumen content each of which has been obtained from the Marshall test. Furthermore, the value of permanent deformation of asphalt mixtures tested using Wheel Tracking Machine (WTM). The result shows that BNA-R modified binder for WMA can decrease the rutting potential. The additive of local materials has improved the performance of the WMA for airport pavement with certain restrictions. From this research it is known there have been changes in the characteristics of resilient modulus and permanent deformation due to the addition of BNA-R for type of aggregate composition.
【 预 览 】
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