4.7 Article

Influence of carbon nanotubes on properties of cement mortars subjected to alkali-silica reaction

期刊

CEMENT & CONCRETE COMPOSITES
卷 131, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.cemconcomp.2022.104596

关键词

Carbon nanotubes; Alkali-silica reaction expansion; Mechanical properties; Durability; Crack bridging; Microstructure

资金

  1. Department of Civil and Envi-ronmental Engineering at the University of Louisville (UL)
  2. Research Incentive Grant
  3. School of Interdisciplinary and Graduate Studies
  4. Conn Center
  5. d Department of Civil, Construction, and Environmental Engineering at the University of Alabama at Birmingham (UAB)

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This research investigates the impact of carbon nanotubes (CNTs) on the expansion, mechanical properties, and microstructure of cement mortar subjected to alkali-silica reaction (ASR). The results show that certain combinations of mix proportions can significantly mitigate the ASR-induced damages in the mortar. Specifically, specimens reinforced with a certain type of CNTs can reduce the ASR expansion and improve the compressive strength, flexural strength, and elastic moduli. Scanning electron microscopy and X-ray energy-dispersive spectroscopy reveal that CNTs resist ASR through three main chemo-mechanical mechanisms.
This research investigates the impact of carbon nanotubes (CNTs) on the expansion, mechanical properties, and microstructure of cement mortar subjected to alkali-silica reaction (ASR). A total of eight compositions were cast to investigate the influence of CNT surface condition, concentration and aspect ratio, and ultrasonication energy. Two types of CNTs were used as reinforcement: pristine CNTs with an aspect ratio of 800 (Type I) and COOHfunctionalized CNTs with an aspect ratio of 2500 (Type II). CNTs were incorporated at concentrations of 0.1c-wt. % and 0.3c-wt.%. The results indicated that certain combinations of mix proportions could significantly mitigate the ASR-induced damages in the mortar bar test (ASTM C1260). Specimens reinforced with 0.1c-wt.% of Type I CNTs exhibited the highest resistance to alkali-silica reaction. While specimens reinforced with 0.3c-wt.% of Type II CNTs had marginal improvements. More specifically, specimens reinforced with 0.1c-wt.% of Type I CNTs reduced the 14-day ASR expansion by 73% against control, and increased the 28-day compressive strength, flexural strength, static and dynamic elastic moduli by 22%, 36%, 54%, and 22%, respectively. Finally, scanning electron microscopy and X-ray energy-dispersive spectroscopy revealed that CNTs resist ASR with three main chemo-mechanical mechanisms: 1) restrain crack propagation, 2) refine the pore structure of the composite, and 3) reduce the alkalinity of the pore solution by altering the ASR gel compositions.

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