Journal
CASE STUDIES IN CONSTRUCTION MATERIALS
Volume 17, Issue -, Pages -Publisher
ELSEVIER
DOI: 10.1016/j.cscm.2022.e01554
Keywords
Bitumens; Asphalt concrete; Carbon nanopowder; Cracking; Pavement failure
Categories
Funding
- RSE ON REU [190540022580/210848/00]
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Nowadays, there is growing interest in the use of nanomaterials in pavement engineering due to their proven ability to enhance the performance of asphalt concretes. This research investigates the effects of modifying traditional asphalt binders with carbon nanopowder on the characteristics of bitumens and asphalt concretes. Comparative analysis is conducted to compare the properties of conventional and nano-modified asphalt materials.
Nowadays more attention is paid to nanomaterials' use in pavement engineering, as it is already established that asphalt concretes modified by nanomaterials can provide sound performance in terms of enduring heavy traffic loads and climate change conditions. Thus, in this research by modifying conventional asphalt binders of 2 types (BND 70/100 ABZ-1 & BND 70/100 Caspi Bitum) with carbon nanopowder at a content of 2 % by mass of asphalt cement, standard and non-standard characteristics of carbon nanomodified bitumens and asphalt concretes based on them are determined in the laboratory conditions. Moreover, a comparative analysis of conven-tional bitumens and conventional asphalt concretes with nano-modified bitumens and nano-modified asphalt concretes is presented in this research study. Comparison analysis includes conduction of Kazakhstani standards tests for bitumens, Bending Beam Rheometer test, Dynamic Shear Rheometer test, Performance Grade test, and also Kazakhstani standard tests for asphalt concretes, Elastic Modulus tests, Tensile Strength tests at a temperature range of -30 degrees C to + 20 degrees C, Fatigue Strength test, Rutting test, Low temperature Cracking test.
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