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Pages 9-25

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From page 9...
... 7 CHAPTER TWO LITERATURE REVIEW: USE OF FIBER ADDITIVES IN ASPHALT MIXTURES be used. Mineral fibers (also called mineral wool or rock wool)
From page 10...
... 8 high tensile modulus (~60 GPa) , low elongation (3%–4%)
From page 11...
... 9 The individual types of fibers can have various structures and cross-sections. Chen and Xu used scanning electron microscopy to investigate the structure of some fibers, including asbestos, lignin (cellulosic)
From page 12...
... 10 • The German draindown test involves placing about 1 kg of mixture in a glass beaker after mixing, then covering the beaker with foil and holding it in an oven at the compaction temperature for 60 ± 1 min. Then the beaker is turned over, allowing the mix to fall into a tared bowl.
From page 13...
... 11 crawl out of rolling thin film oven bottles during conditioning (Brown et al.
From page 14...
... 12 difficult, leading to higher air void contents in laboratory- or field-compacted mixtures (Serin et al. 2012; Crispino et al.
From page 15...
... 13 increasing the mixing time (Watson et al. 1998; Cleven 2000)
From page 16...
... 14 deformed" with ruts as deep as 2¼ in. Rut depths in the fiber section were all less than 3/8 in.
From page 17...
... 15 were encountered in placing this material (Maurer and Malasheskie 1989)
From page 18...
... 16 retained samples were reheated and used to compact gyratory specimens for testing in the Superpave shear tester (SST) and the indirect tensile (IDT)
From page 19...
... 17 would need to be placed 2 in. thicker than the fiber mix (5.5 vs.
From page 20...
... 18 propagation than the fiber mix after both short-term (194 vs. 129 cycles)
From page 21...
... 19 with PP alone)
From page 22...
... 20 Limited testing showed that fibers did not have a great effect on either the DSR or BBR results of the fine mortar. Cellulose stiffened the mortar slightly, but the rock and slag wools did not.
From page 23...
... 21 D4867 modified) , and rut testing (APA)
From page 24...
... 22 diameter and 63.5 mm (2.5 in.) tall were tumbled in an LA abrasion drum (without the steel balls)
From page 25...
... 23 • Increased resistance to rutting and cracking, • Improved durability, and • Increased toughness and stability. However, documented benefit–cost ratios or costeffectiveness studies are lacking in the literature.

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