利用表面响应方法对沥青混合料中的槐豆荚灰分含量进行建模和优化

A. A. Murana, J. Ochepo, A. A. Isah, K. E. Ibedu
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引用次数: 0

摘要

农产品的消费每天都会产生大量废弃物,因此亟需适当的处理机制。由于沥青混合料的质地、几何形状、化学成分和矿物成分,在沥青混合料中引入废弃的水青石材料会在沥青和矿物填料之间产生化学反应。矿物填料对热拌沥青的工程特性起着重要作用。本研究旨在评估作为矿物填料的槐豆荚灰(LBPA)对热拌沥青马歇尔特性的影响。研究采用 X 射线荧光法对枸杞豆荚灰进行表征,结果表明枸杞豆荚灰的氧化物成分与作为传统填充材料的花岗岩灰相当。为了实现这一目标,我们采用了响应面方法(RSM)来研究 LBPA 对 LBPA 改性沥青混合料常规马歇尔特性(稳定性、流动性、VMA、Pa、VFB)的影响。通过使用多目标过程,考虑了第五回归模型,所有响应的 p 值均小于 5%。方差分析显示,LBPA 对所研究的 Marshal 特性有显著影响。经过优化,LBPA 和沥青含量的最佳值分别为 40% 和 50%。稳定性、流动性、VMA、Pa 和 VFB 的马歇尔性能预测值分别为 7.639kN、3.892mm、18.311%、3.63% 和 78.549%。研究结果表明,枸杞多糖酚醛树脂适合用作沥青混合料中的矿物填料。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
MODELLING AND OPTIMIZATION OF LOCUST BEAN POD ASH CONTENT IN ASPHALT MIXTURE USING SURFACE RESPONSE METHODOLOGY
Consumption of agricultural products generates large quantities of waste daily, and proper disposal mechanism is of great need. Introduction of waste pozzolanic material in asphaltic mixture creates a chemical reaction between bitumen and mineral filler as a result of its texture, geometry, chemical and mineralogical compositions. Mineral fillers play a significant role in the engineering properties of hot mix asphalt. The aim of the present study is to assess the effect of locust bean pod ash (LBPA) as mineral filler on the Marshall properties of hot mix asphalt. X-Ray fluorescence was used for characterization of LBPA, the results showed that LBPA oxide composition are comparable to that of granite dust which has been used as a conventional filler material. To accomplish this objective response surface methodology (RSM) was employed to examine the impact of LBPA on the conventional Marshall properties (Stability, Flow, VMA, Pa, VFB) of LBPA-modified asphalt mixture. By using Multi-objective process, a fifth regression model was considered with a p-value < 5% for all responses. ANOVA revealed that the LBPA had a significant effect on the Marshal properties investigated. After optimization the optimum values of LBPA and bitumen content are 40% and 50% and respectively. The predicated Marshall properties values for stability, flow, VMA, Pa and VFB are 7.639kN, 3.892mm, 18.311%, 3.63%, 78.549% respectively. The findings of this study showed that LBPA is suitable as a mineral filler in asphaltic mixture.
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