Effect of nano carbonate calcium on the low temperature performance of bitumen and asphalt mixtures in acidic and alkaline moisture

Moisture damage becomes more problematic when accompanied by changes in water acidity caused by surface contaminants. Due to the hydrophobicity and unique mechanical properties of nano-carbonate calcium (NCC), this study evaluated the effect of NCC on improving the low-temperature performance of asphalt mixtures under acidic (pH = 5 and pH = 6), alkaline (pH = 9 and pH = 8), and neutral (pH = 7) wet conditions using mechanical and surface free energy (SFE) tests. Two types of performance grade bitumen (PG 58-22 and PG 64-16), NCC at two weight percentages of bitumen (0.3% and 0.6%), and two types of aggregates (limestone and siliceous) were used. Low-temperature mechanical tests of bitumen and asphalt mixtures were performed using the bending beam rheometer (BBR) and semi-circular bending (SCB) tests, respectively. In addition to mechanical tests, SFE, including the Wilhelm Plate (WP) and Universal Sorption Device (USD), were utilized to determine the SFE components of bitumen, aggregates, and aqueous solutions with different pH values. Applying environmental conditions decreased the debonding energy, which reduced bitumen-aggregate adhesion and increased the likelihood of cracking at low temperatures. Acidic and alkaline conditions increased the creep stiffness and reduced the m-value of bitumen, heightening the risk of low-temperature cracking. These environments also resulted in higher fracture energy and toughness, which reduced the asphalt mixture's stress absorption capacity and resistance to crack growth, with acidic conditions having the most severe impact. Based on the test results and statistical analysis, NCC as a bitumen additive significantly increased the bitumen-aggregate debonding energy. NCC also significantly increased the fracture energy and fracture toughness parameters in acidic and alkaline environmental conditions, reducing the likelihood of thermal cracking.

Authors

Institutions

Publication Details

Journal
Scientific Reports
Published
2025-06-02
DOI
https://doi.org/10.1038/s41598-025-04168-0
Citations
1
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
Field-Weighted Citation Impact
0.95
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Effect of nano carbonate calcium on the low temperature performance of bitumen and asphalt mixtures in acidic and alkaline moisture

Gholam Hossein Hamedi, Zahra Rasouli, Mehdi Mehdinazar
1 citations
Scientific Reports
Asphalt Pavement Performance Evaluation
0.95
article

Effect of nano carbonate calcium on the low temperature performance of bitumen and asphalt mixtures in acidic and alkaline moisture

Gholam Hossein Hamedi, Zahra Rasouli, Mehdi Mehdinazar
article en
1 citations

Abstract

Moisture damage becomes more problematic when accompanied by changes in water acidity caused by surface contaminants. Due to the hydrophobicity and unique mechanical properties of nano-carbonate calcium (NCC), this study evaluated the effect of NCC on improving the low-temperature performance of asphalt mixtures under acidic (pH = 5 and pH = 6), alkaline (pH = 9 and pH = 8), and neutral (pH = 7) wet conditions using mechanical and surface free energy (SFE) tests. Two types of performance grade bitumen (PG 58-22 and PG 64-16), NCC at two weight percentages of bitumen (0.3% and 0.6%), and two types of aggregates (limestone and siliceous) were used. Low-temperature mechanical tests of bitumen and asphalt mixtures were performed using the bending beam rheometer (BBR) and semi-circular bending (SCB) tests, respectively. In addition to mechanical tests, SFE, including the Wilhelm Plate (WP) and Universal Sorption Device (USD), were utilized to determine the SFE components of bitumen, aggregates, and aqueous solutions with different pH values. Applying environmental conditions decreased the debonding energy, which reduced bitumen-aggregate adhesion and increased the likelihood of cracking at low temperatures. Acidic and alkaline conditions increased the creep stiffness and reduced the m-value of bitumen, heightening the risk of low-temperature cracking. These environments also resulted in higher fracture energy and toughness, which reduced the asphalt mixture's stress absorption capacity and resistance to crack growth, with acidic conditions having the most severe impact. Based on the test results and statistical analysis, NCC as a bitumen additive significantly increased the bitumen-aggregate debonding energy. NCC also significantly increased the fracture energy and fracture toughness parameters in acidic and alkaline environmental conditions, reducing the likelihood of thermal cracking.

Scientific ReportsVol. 15(1)
Qom University of Technology (IR), Imam Khomeini International University (IR), University of Guilan (IR)
Openalex Percentile: Top 25%
Asphalt Pavement Performance Evaluation
0.95
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.