contributor author | Amir Kavussi | |
contributor author | Peyman Barghabany | |
date accessioned | 2017-12-30T12:57:19Z | |
date available | 2017-12-30T12:57:19Z | |
date issued | 2016 | |
identifier other | %28ASCE%29MT.1943-5533.0001376.pdf | |
identifier uri | http://138.201.223.254:8080/yetl1/handle/yetl/4243864 | |
description abstract | In this study, the effects of two nanomaterials—nanoclay and nano hydrated lime—on the fatigue properties of bitumen were investigated. Nano hydrated lime was produced in a laboratory using a planetary ball mill. The milling process was conducted in the specified conditions of speed, time of rotation, and ball to powder ratio (BPR). The processing conditions were determined by a trial and error procedure. With the aim of evaluating the fatigue life of modified mixes, various filler-bitumen combinations were tested under linear amplitude sweep (LAS) testing, which was performed using a dynamic shear rheometer (DSR) instrument. The results indicated that nanoclay at 6% level (by weight of bitumen) increased fatigue life of the binder by approximately 40%. The specimen that contained 10% nano hydrated lime showed the fatigue life that was 49% greater than that containing 10% hydrated lime. Based on the results of this research, 6% nanoclay and 5% nano hydrated lime were the optimum amounts of these materials to be added to bitumen for nanomodification purposes. | |
publisher | American Society of Civil Engineers | |
title | Investigating Fatigue Behavior of Nanoclay and Nano Hydrated Lime Modified Bitumen Using LAS Test | |
type | Journal Paper | |
journal volume | 28 | |
journal issue | 3 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/(ASCE)MT.1943-5533.0001376 | |
page | 04015136 | |
tree | Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 003 | |
contenttype | Fulltext | |