# Research on asphalt pavement structure with cement treated large size macadam (CTB–50) base course

**Authors:** Bentao Zhou, Yuan Yao, Xiaoke Geng, Yingjun Jiang, Tiezheng Guan, Ji Liang, Yue Wang

PMC · DOI: 10.1371/journal.pone.0325210 · PLOS One · 2025-07-07

## TL;DR

This study explores how using a CTB–50 base course in asphalt pavement improves structural integrity and reduces cracking compared to traditional methods.

## Contribution

The paper introduces a new pavement structure using CTB–50 base course and validates its effectiveness through real-world highway projects.

## Key findings

- The CTB–50 base course reduces base layer thickness by 6 cm compared to CTB–30 while maintaining structural integrity.
- Asphalt pavements with CTB–50 showed 5% less tensile stress at the base layer bottom than those with CTB–30.
- Roads with CTB–50 base course showed no pavement disease, while CTB–30 roads developed early cracks.

## Abstract

Cement-treated large-size macadam base (CTB–50) has a high modulus, high strength, and good durability, which can increase the paving and rolling thickness, reduce the base layers, and enhance the overall structure of the pavement structure. However, there are no studies conducted on the mechanical response of asphalt pavement with a CTB–50 base course such that it can be promoted and applied in pavement engineering using CTB–50. This study analyzed the mechanical response and fatigue life of asphalt pavement structures with different base courses. Subsequently, the typical pavement structure form of asphalt pavement with a CTB–50 base course was recommended, and its effectiveness was verified through two highway engineering projects. The results showed that the base structure reduced from a three-layer CTB–30 base course structure to a two-layer CTB–50 base course structure, and the base layer bottom tensile stress of the asphalt pavement with CTB–50 base course is reduced by 5% compared to that of the asphalt pavement with CTB–30 base course. Based on the principle of equivalent fatigue life, the CTB–50 base layer thickness of the asphalt pavement can be reduced by approximately 6 cm compared to that of the CTB–30 base layer. The recommended pavement structure can reduce one layer in the construction of the base layer and improve the integrity of the asphalt pavement structure. The experimental road paved with the recommended CTB–50 base course pavement structure showed no evident pavement disease, whereas the road section with the CTB–30 base course showed early crack diseases in the asphalt pavement.

## Full-text entities

- **Diseases:** fatigue (MESH:D005221), crack diseases (MESH:D003387)
- **Chemicals:** macadam (-), asphalt (MESH:C006647)

## Full text

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## Figures

17 figures with captions in the complete paper: https://tomesphere.com/paper/PMC12233283/full.md

## References

24 references — full list in the complete paper: https://tomesphere.com/paper/PMC12233283/full.md

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Source: https://tomesphere.com/paper/PMC12233283