Research on Anti-Slip and Wear Resistance of Concrete Pavement After Optimization of Stone-Planting Process

This research was conducted to improve the slip and abrasion resistance of concrete pavements by introducing the stone-planting process into concrete pavements. The anti-slip and abrasion resistance of stone-planted concrete pavements was investigated by studying the type of stone, particle size, stone spreading rate, stone indentation depth, and concrete surface treatment process parameters in the stone-planting process. The slip resistance of stone-planted concrete pavements was investigated using a pendulum tribometer and hand laying sand test. The fort Kentucky fretting abrasion test was used to study the abrasion resistance of stone-planted concrete pavement. The resulting surface had the following characteristics: the stone material was dolerite, the stone granularity was 13.2 mm, the stone spreading rate was 40%, the indentation depth was 0.8, and the surface of the stone-planted concrete pavement had better anti-slip and abrasion resistance. Therefore, the stone-planting process can effectively improve the anti-slip and wear-resistant performance of concrete pavement, improve the service life of pavement, and provide a scientific basis for research into long-lasting surface pavement.

Authors

Institutions

Publication Details

Journal
Materials
Published
2025-05-10
DOI
https://doi.org/10.3390/ma18102210
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
Field-Weighted Citation Impact
0.00

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Research on Anti-Slip and Wear Resistance of Concrete Pavement After Optimization of Stone-Planting Process

Jianbo Yuan, Pei Cui, Zhongju Feng
Materials
Asphalt Pavement Performance Evaluation
article

Research on Anti-Slip and Wear Resistance of Concrete Pavement After Optimization of Stone-Planting Process

Jianbo Yuan, Pei Cui, Zhongju Feng
article en

Abstract

This research was conducted to improve the slip and abrasion resistance of concrete pavements by introducing the stone-planting process into concrete pavements. The anti-slip and abrasion resistance of stone-planted concrete pavements was investigated by studying the type of stone, particle size, stone spreading rate, stone indentation depth, and concrete surface treatment process parameters in the stone-planting process. The slip resistance of stone-planted concrete pavements was investigated using a pendulum tribometer and hand laying sand test. The fort Kentucky fretting abrasion test was used to study the abrasion resistance of stone-planted concrete pavement. The resulting surface had the following characteristics: the stone material was dolerite, the stone granularity was 13.2 mm, the stone spreading rate was 40%, the indentation depth was 0.8, and the surface of the stone-planted concrete pavement had better anti-slip and abrasion resistance. Therefore, the stone-planting process can effectively improve the anti-slip and wear-resistant performance of concrete pavement, improve the service life of pavement, and provide a scientific basis for research into long-lasting surface pavement.

MaterialsVol. 18(10)
Changsha University of Science and Technology (CN)
U.S. Department of Transportation, National Natural Science Foundation of China
Openalex Percentile: Top 89%
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.

Research on Anti-Slip and Wear Resistance of Concrete Pavement After Optimization of Stone-Planting Process — Jianbo Yuan, Pei Cui, et al. · Materials (2025) | TGRS Research Map | TGRS