Evaluation of the shrinkage crack resistance of cement-stabilized aggregate by predicting the crack spacing
Author:
Affiliation:
1. School of Transportation, Southeast University, Nanjing, People’s Republic of China
Funder
National
Key
Research
and
Development
Project
Natural
Science
Foundation
of
China
Nature
Jiangsu
Fundamental
Funds
for
the
Central
Universities
‘ Southeast
University
‘Zhongying
Young
Scholars’
Department
Transportation
Shandong
Province
Programme
Postgraduate
&
Practice
Innovation
“Southeast
“Zhongying
Scholars”
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/14680629.2023.2205953
Reference34 articles.
1. Analytical Model for Predication of Crack Spacing due to Shrinkage in Concrete Pavements
2. Microstructure of synthetic composite interfaces and verification of mixing order in cold-recycled asphalt emulsion mixture
3. Resilient modulus and influencing factors of vertical vibration compacted cement-stabilized macadam
4. Laboratory investigation of the recycled asphalt concrete with stable crumb rubber asphalt binder
5. Long-term mechanical properties of in situ semi-rigid base materials
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1. Macroscopic properties and microscopic characterisation of an optimally designed anti-cracking stone base course filled with cement stabilised macadam;Road Materials and Pavement Design;2024-05-10
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3. Study on fatigue crack propagation failure in semi-rigid base;Construction and Building Materials;2023-12
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