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International Journal of Pavement Engineering Volume 8, 2007 - Issue 1
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Original Articles

Effects of mineral fillers on hot-mix asphalt laboratory-measured properties

Baoshan Huang Department of Civil and Environmental Engineering, The University of Tennessee, Knoxville, TN, 37996, USACorrespondence[email protected]
,
Xiang Shu Department of Civil and Environmental Engineering, The University of Tennessee, Knoxville, TN, 37996, USA
&
Xingwei Chen Department of Civil and Environmental Engineering, The University of Tennessee, Knoxville, TN, 37996, USA
Pages 1-9 | Received 31 Aug 2005, Accepted 30 Aug 2006, Published online: 30 Jan 2007

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Ramin Rasouli & Alireza Khavandi Khiavi. (2023) Effect of mastic specifications on the fatigue and low-temperature performance of hot mix asphalt. International Journal of Pavement Engineering 24:1.
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Amal Raj, M. Sivakumar & M. V. L. R. Anjaneyulu. (2022) Use of rice husk ash-activated fillers on rutting and moisture resistance of cold mix asphalt. International Journal of Pavement Engineering 0:0, pages 1-13.
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Yu Chen, Shibing Xu, Gabriele Tebaldi & Elena Romeo. (2022) Role of mineral filler in asphalt mixture. Road Materials and Pavement Design 23:2, pages 247-286.
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Yun Su Kim, Tess Sigwarth, Johannes Büchner & Michael P. Wistuba. (2021) Accelerated Dynamic Shear Rheometer Fatigue Test for investigating asphalt mastic. Road Materials and Pavement Design 22:sup1, pages S383-S396.
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Allex E. Alvarez, Katy L. Gomez, Diana C. Gomez & Oscar J. Reyes-Ortiz. (2019) Optimising the effect of natural filler on asphalt-aggregate interfaces based on surface free energy measurements. Road Materials and Pavement Design 20:7, pages 1548-1570.
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K.-J. Loorents & S.F. Said. (2009) On mineralogical composition of filler and performance of asphalt concrete. International Journal of Pavement Engineering 10:4, pages 299-309.
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Safwat F. Said, Karl-Johan Loorents & Hassan Hakim. (2009) Impact of mica content on water sensitivity of asphalt concrete. International Journal of Pavement Engineering 10:1, pages 1-8.
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