Evidence map›Paper›PMID 42124165›Full record

ArticleMaterials (Basel, Switzerland)2026

Performance Analysis of Cold-Mixed Integrated Semi-Flexible Pavement Mixtures.

Qinxue Pan, Yang Zhao, Milkos Borges Cabrera, Jia Hu, Xiaojin Song, Xudong Zha, Yuting Tan

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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0citing papers in PubMed
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1 · What the graph read from it

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The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

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3 · Its place in the literature

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4 · The record

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5 · Who and what money

Authors and funding

7 authors.

Qinxue PanSchool of Transportation, Changsha University of Science & Technology, Changsha 410114, China.ORCID 0000-0002-6546-0441
Yang ZhaoSchool of Transportation, Changsha University of Science & Technology, Changsha 410114, China.
Milkos Borges CabreraSchool of Transportation, Changsha University of Science & Technology, Changsha 410114, China.
Jia HuSchool of Transportation, Changsha University of Science & Technology, Changsha 410114, China.
Xiaojin SongZhongteng Zhixin Technology (Hunan) Co., Ltd., Changsha 410036, China.
Xudong ZhaSchool of Transportation, Changsha University of Science & Technology, Changsha 410114, China.
Yuting TanChengnan College, Changsha University of Science & Technology, Changsha 410076, China.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

To address the issues of high energy consumption and unstable construction quality caused by high-temperature heating during the preparation of traditional hot-mixed/grouted semi-flexible pavement (SFP) mixtures, a cold-mixed integrated (CMI) process was proposed. In addition, the material composition of the mixtures was optimized. The effects of the preparation process and binder type on the high- and low-temperature performance, water stability, and fatigue performance were then analyzed. Furthermore, the microstructural characteristics of the semi-flexible mixture were also investigated. The results indicated that the CMI process facilitated the formation and uniform distribution of calcium silicate hydrate (C-S-H), enhanced the binder's ability to encapsulate aggregates and fill skeletal voids, significantly reduced the mixture's void ratio, and improved its pavement performance. The proposed procedure was a means of enhancing high-temperature stability and fatigue life (an increase of 80% and 200 times compared to the hot-mixed/grouted (HMG) process, and 5 times and 300 times compared to AC-13, respectively). Compared with the HMG process, the CMI process offered greater advantages in enhancing the high-temperature stability and fatigue resistance of the mixture, particularly when using SBS-modified asphalt, where fatigue performance exhibited an order-of-magnitude improvement. Furthermore, while SBS modification could improve the road performance of SFP materials, mixtures prepared with SBS-modified emulsified asphalt demonstrated more significant enhancements in high-temperature stability and fatigue resistance, approximately 2 times and 10 times higher than SBS-modified mixtures, respectively. The addition of styrene-acrylic emulsion (SAE) could further enhance the low-temperature crack resistance by approximately 7%. The research results can provide a reference for the development and application of preparation processes for semi-flexible mixtures.

Indexed as

cold-mixed integratedmicroscopic analysispavement performancesemi-flexible pavement

Identifiers

PMID42124165
PMCPMC13165147

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.