Integrated Multimethod Characterization of Full-Scale Pore Properties in Asphalt Mortar

Abstract Pore structure is a critical feature of asphalt mixtures, with pore size distribution (PSD) strongly affecting material performance. Conventional PSD characterization methods are limited by restricted measurement ranges, necessitating integrated approaches for full-scale analysis. This study employed X-ray computed tomography (CT), mercury intrusion porosimetry (MIP), and low-temperature nitrogen adsorption (LTNA) to characterize asphalt mortar specimens prepared with 90# base asphalt or SBS-modified binder—compacted using 50 / 75 blows with a scaled device simulating field conditions—given varying freeze-thaw (F-T) treatments. A novel PSD integration method was developed by combining multitechnique data: LTNA-MIP curves were merged at 30 nm using intersection analysis, and MIP-CT data were aligned through equal-volume pore size coordinate transformation. Using this approach, full-scale pore characteristics and their dependence on asphalt type, compaction, and F-T cycling were analyzed. Asphalt mortars exhibited bimodal PSDs, allowing classification into micropores ( ≤30 µ m ), structural pores (30 μm–200 μm), and bulk cavities ( ≥200 µ m ) comprising approximately 3.2%, 79.4%, and 17.4% of total pore volume, respectively. Lower compaction increased all pore categories. High-viscosity asphalt hindered densification, enlarging structural pores and bulk cavities. F-T cycling primarily expanded structural pores; bulk cavities changed minimally due to high connectivity and low saturation, whereas water-resistant micropores remained stable. This study provides a robust framework for multiscale pore network characterization, enhancing the understanding of microstructure-property relationships in asphalt composites.

Authors

Institutions

Publication Details

Journal
Journal of Materials in Civil Engineering
Published
2026-08-27
DOI
https://doi.org/10.1061/jmcee7.mteng-23170
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Integrated Multimethod Characterization of Full-Scale Pore Properties in Asphalt Mortar

Huining Xu, Hengzhen Li, Zhiwei Li, Xusheng Yang et al.
Journal of Materials in Civil Engineering
Asphalt Pavement Performance Evaluation
article

Integrated Multimethod Characterization of Full-Scale Pore Properties in Asphalt Mortar

Huining Xu, Hengzhen Li, Zhiwei Li, Xusheng Yang, Yiqiu Tan, Wei Shi
article en

Abstract

Abstract Pore structure is a critical feature of asphalt mixtures, with pore size distribution (PSD) strongly affecting material performance. Conventional PSD characterization methods are limited by restricted measurement ranges, necessitating integrated approaches for full-scale analysis. This study employed X-ray computed tomography (CT), mercury intrusion porosimetry (MIP), and low-temperature nitrogen adsorption (LTNA) to characterize asphalt mortar specimens prepared with 90# base asphalt or SBS-modified binder—compacted using 50 / 75 blows with a scaled device simulating field conditions—given varying freeze-thaw (F-T) treatments. A novel PSD integration method was developed by combining multitechnique data: LTNA-MIP curves were merged at 30 nm using intersection analysis, and MIP-CT data were aligned through equal-volume pore size coordinate transformation. Using this approach, full-scale pore characteristics and their dependence on asphalt type, compaction, and F-T cycling were analyzed. Asphalt mortars exhibited bimodal PSDs, allowing classification into micropores ( ≤30 µ m ), structural pores (30 μm–200 μm), and bulk cavities ( ≥200 µ m ) comprising approximately 3.2%, 79.4%, and 17.4% of total pore volume, respectively. Lower compaction increased all pore categories. High-viscosity asphalt hindered densification, enlarging structural pores and bulk cavities. F-T cycling primarily expanded structural pores; bulk cavities changed minimally due to high connectivity and low saturation, whereas water-resistant micropores remained stable. This study provides a robust framework for multiscale pore network characterization, enhancing the understanding of microstructure-property relationships in asphalt composites.

Journal of Materials in Civil EngineeringVol. 38(12)
Harbin Institute of Technology (CN), Tianjin Energy Investment Group (China) (CN)
Openalex Percentile: Top 15%
Asphalt Pavement Performance Evaluation
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.