Mechanical and Microstructural Performance of Hydraulic Lime-Based Mortars Incorporating Mechanically Milled Mineral Additives and Graphene Nanoplatelets

The development of advanced hydraulic lime-based mortars incorporating mineral additives and graphene nanoplatelets offers potential opportunities for improving material performance in the conservation of historic masonry structures. This study investigates the mechanical and microstructural performance of hydraulic lime-based mortars incorporating mechanically milled mineral additives and commercially available graphene nanoplatelets (GNPs). Hydraulic lime, brick powder, repair mortar, injection mortar, slaked construction lime, and gypsum plaster were processed using planetary ball milling under identical conditions, whereas graphene nanoplatelets were incorporated without additional mechanical treatment. The additives were introduced at 1%, 2%, and 3% by mass of the original hydraulic lime binder. Compressive and flexural strengths were evaluated after 28 days of curing, complemented by scanning electron microscopy and energy-dispersive spectroscopy (SEM-EDS), X-ray diffraction (XRD), and Fourier-transform infrared spectroscopy (FT-IR). The results demonstrated that mechanical performance was strongly influenced by additive type and dosage. The mortar containing 3% injection mortar additive (IM-3%) achieved the highest compressive strength of 9.75 MPa, representing a 4.4% increase over the reference mixture, together with a 25.8% improvement in flexural strength. The incorporation of 1% slaked construction lime (SCL-1%) produced the highest mean flexural strength of 3.02 MPa, corresponding to a 28.0% increase, whereas 1% graphene nanoplatelets (GN-1%) enhanced flexural strength by 19.1% despite reducing compressive strength. Most other modified mixtures exhibited lower mechanical strengths than the reference mortar. Microstructural characterization revealed variations in matrix morphology and local elemental distribution, while the principal carbonate- and silicate-related characteristics were largely retained. These findings demonstrate the composition-dependent mechanical response of hydraulic lime-based mortars incorporating mechanically milled mineral additives and graphene nanoplatelets, providing a basis for further investigations into their long-term performance and compatibility with historic masonry materials.

Authors

Institutions

Publication Details

Journal
Materials
Published
2026-11-05
DOI
https://doi.org/10.3390/ma19214713
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
article

Mechanical and Microstructural Performance of Hydraulic Lime-Based Mortars Incorporating Mechanically Milled Mineral Additives and Graphene Nanoplatelets

Ali Ikbal Tutar, Tuncay Şimşek, Hasan İlhan, Ferit Çakır
Materials
Concrete and Cement Materials Research
article

Mechanical and Microstructural Performance of Hydraulic Lime-Based Mortars Incorporating Mechanically Milled Mineral Additives and Graphene Nanoplatelets

Ali Ikbal Tutar, Tuncay Şimşek, Hasan İlhan, Ferit Çakır
article en

Abstract

The development of advanced hydraulic lime-based mortars incorporating mineral additives and graphene nanoplatelets offers potential opportunities for improving material performance in the conservation of historic masonry structures. This study investigates the mechanical and microstructural performance of hydraulic lime-based mortars incorporating mechanically milled mineral additives and commercially available graphene nanoplatelets (GNPs). Hydraulic lime, brick powder, repair mortar, injection mortar, slaked construction lime, and gypsum plaster were processed using planetary ball milling under identical conditions, whereas graphene nanoplatelets were incorporated without additional mechanical treatment. The additives were introduced at 1%, 2%, and 3% by mass of the original hydraulic lime binder. Compressive and flexural strengths were evaluated after 28 days of curing, complemented by scanning electron microscopy and energy-dispersive spectroscopy (SEM-EDS), X-ray diffraction (XRD), and Fourier-transform infrared spectroscopy (FT-IR). The results demonstrated that mechanical performance was strongly influenced by additive type and dosage. The mortar containing 3% injection mortar additive (IM-3%) achieved the highest compressive strength of 9.75 MPa, representing a 4.4% increase over the reference mixture, together with a 25.8% improvement in flexural strength. The incorporation of 1% slaked construction lime (SCL-1%) produced the highest mean flexural strength of 3.02 MPa, corresponding to a 28.0% increase, whereas 1% graphene nanoplatelets (GN-1%) enhanced flexural strength by 19.1% despite reducing compressive strength. Most other modified mixtures exhibited lower mechanical strengths than the reference mortar. Microstructural characterization revealed variations in matrix morphology and local elemental distribution, while the principal carbonate- and silicate-related characteristics were largely retained. These findings demonstrate the composition-dependent mechanical response of hydraulic lime-based mortars incorporating mechanically milled mineral additives and graphene nanoplatelets, providing a basis for further investigations into their long-term performance and compatibility with historic masonry materials.

MaterialsVol. 19(21)
Gebze Technical University (TR), Ankara University (TR), Kırıkkale University (TR)
Openalex Percentile: Top 20%
Concrete and Cement Materials Research
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.

Laika access coming soon