journal article·2025-07Open access

Enhancing cracking resistance in semi-flexible pavements using an interfacial immersion method

Xiaoyu Liu, Kuanghuai Wu, Giovanni Giacomello, Yunpeng Yue, Fengming Ren, Xu Cai, Marco Pasetto

Abstract

Semi-flexible pavement (SFP) is a composite structure that combines an asphalt mixture skeleton with cementitious grout, providing excellent load-bearing capacity and rutting resistance. However, cracking is a primary failure mode in SFP, due to the numerous asphalt-grout interfaces within SFP. To enhance the cracking resistance of SFP, an interfacial immersion method is proposed to immerse the porous asphalt mixture (PAM) specimens using a silane coupling agent (SCA) in this paper. Compared to traditional methods. this method directly improves the crack resistance of SFP by strengthening the interface. Three strengths of grout materials were applied to investigate the cracking resistance of SFP through the dynamic modulus and four-point bending fatigue tests after the interface modification. Experimental results indicate that the proposed interfacial immersion method can improve the stiffness performance of SFP, with specimens treated with an interface modifier showing a higher dynamic modulus. Temperature changes significantly affect the stiffness of the SFP when below 20°C, whereas frequency changes have a lesser impact on stiffness especially at low frequencies. Compared to SFP specimens made with high-strength grout materials, those formed with low-strength grout materials showed a superior fatigue life after interfacial modification. The proposed immersion method increased the cracking resistance parameters of SFP by 4.7 % and 11.5 % for GM-40 and GM-60 grouts, respectively, while reducing it by 38 % for GM-70 grout. The fatigue life of the SFP material formed by the GM-40, GM-60, and GM-70 grout material increased by 251.1 %, 18.5 %, and 10.9 % after the interface was enhanced, respectively. It indicates that the crack resistance of SFP formed with low-strength grout materials is significantly enhanced after interface modification using the proposed method. The results will enhance the cracking resistance and durability of SFP, providing support for SFP design. • Cracking resistance of SFP is conducted considering interface modification. • An immersion method is proposed to treat PAM with a silane coupling agent. • Stiffness of SFP with interface modification is assessed using dynamic modulus test. • Cracking resistance of SFP with low-strength grout is enhanced by the proposed method. • Interfacial immersion significantly improves cracking resistance of SFP.
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Research context

OpenAlex topics: Geotechnical Engineering and Underground Structures · Asphalt Pavement Performance Evaluation · Grouting, Rheology, and Soil Mechanics

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (47)

Show source-provided references
1. Design and performance validation of high-performance cement paste as a grouting material for semi-flexible pavement10.1016/j.conbuildmat.2016.09.036 ↗
2. In-situ grouting rate prediction of semi-flexible pavement based on a novel composite dielectric constant model and ground-penetrating radar10.1016/j.conbuildmat.2024.137209 ↗
3. Numerical analysis of mechanical properties at the internal interface of SFP material using a digital image algorithm10.1617/s11527-025-02575-3 ↗
4. Study on the applicability of asphalt concrete skeleton in the semi-flexible pavement10.1016/j.conbuildmat.2022.126923 ↗
5. Investigation into the freeze–thaw durability of semi-flexible pavement mixtures10.1080/14680629.2019.1599995 ↗
6. Study on damage evolution and mechanism of semi-flexible pavement under acid rain erosion
7. Research on the crack resistance of semi-flexible pavement mixture based on meso-heterogeneous model
8. A review of mechanical and durability properties and microstructure of semi-flexible pavement10.1007/s41062-024-01393-w ↗
9. Oliveira · 2006
10. Influence of nano-silica modified rubber mortar and EVA modified porous asphalt on the performance improvement of modified semi-flexible pavement10.1016/j.conbuildmat.2022.127573 ↗
11. Material innovation preparation and performance study of semi-flexible pavement materials
12. Material innovation and performance optimization of multi-solid waste-based composite grouting materials for semi-flexible pavements
13. Rutting and surface-initiated cracking mechanisms of semi-flexible pavements with cement asphalt emulsion pastes
14. Performance and Fracture Analysis of Composite Interfaces for Semi-Flexible Pavement10.3390/coatings11101231 ↗
15. Evaluating the Cracking Resistance of the Semiflexible Pavement Mixture Using the Semicircular Bending Test10.1061/JMCEE7.MTENG-16266 ↗
16. Effect of aggregate gradation and bitumen type on mechanical properties of semi-flexible asphalt mixtures
17. Research on the mesoscopic viscoelastic property of semi-flexible pavement mixture based on discrete element simulation
18. Experimental Study and Performance Characterization of Semi-Flexible Pavements
19. Influence of additional components on mechanical and shrinkage properties of high performance cementitious grouting materials
20. Influence of the composite interface on the mechanical properties of semi-flexible pavement materials10.1016/j.conbuildmat.2023.132466 ↗
21. Fatigue Resistance and Cracking Mechanism of Semi-Flexible Pavement Mixture
22. Improvement on the Crack Resistance Property of Semi-Flexible Pavement by Cement-Emulsified Asphalt Mortar10.4028/www.scientific.net/KEM.509.26 ↗
23. Z. Sun, X.-x Hou, G.-p He, Research on the Crack Resistance at Low Temperature and the Mechanism of Semi-Flexible Pavement, in International Conference on Chemical, Material and Food Engineering, 2015, pp. 533-536.10.2991/cmfe-15.2015.124 ↗
24. Understanding the Toughening Mechanism of Silane Coupling Agents in the Interfacial Bonding in Steel Fiber-Reinforced Cementitious Composites
25. Properties of rubberized concrete modified by using silane coupling agent and carboxylated SBR10.1016/j.jclepro.2015.06.099 ↗
26. Properties and microstructure of self-waterproof metakaolin geopolymer with silane coupling agents10.1016/j.conbuildmat.2022.128045 ↗
27. The Property Research on Interfacial Modificated Semi-Flexible Pavement Material10.4028/www.scientific.net/AMM.71-78.1090 ↗
28. Field and Theoretical Evaluation of Thermal Fatigue Cracking in Flexible Pavements10.1177/0361198105191900110 ↗
29. Temperature dependency analysis of the fracture characteristics of semi-flexible pavement (SFP) mixtures using acoustic emission technique10.1080/10298436.2023.2201903 ↗
30. Dynamic modulus characteristics and prediction model of semi-flexible materials filled with high-performance cement paste10.3389/fmats.2024.1365896 ↗
31. Damage analysis of semi-flexible pavement material under axial compression test based on acoustic emission technique10.1016/j.conbuildmat.2019.117773 ↗
32. The search for a measure of fatigue cracking in asphalt binders – a review of different approaches10.1080/10298436.2017.1279490 ↗
33. Evaluation on the cracking resistance of semi-flexible pavement mixture by laboratory research and field validation10.1016/j.conbuildmat.2019.02.064 ↗
34. Influence analysis of performance of semi-flexible pavement based on aggregate distribution characteristics of matrix skeleton10.1016/j.conbuildmat.2022.127633 ↗
35. Identification of damage mechanisms during splitting test on SFP at different temperatures based on acoustic emission10.1016/j.conbuildmat.2020.121391 ↗
36. Interlayer failure characteristics of semi-flexible composite pavement structures (SFCPS) at high temperatures10.1016/j.conbuildmat.2024.137563 ↗
37. Evaluation of fatigue life of semi-flexible pavement with cement asphalt emulsion pastes10.1016/j.conbuildmat.2022.128797 ↗
38. Research on the fatigue equation of asphalt mixtures based on actual stress ratio using semi-circular bending test10.1016/j.conbuildmat.2017.10.100 ↗
39. Characterization of Fracture Properties of Asphalt Mixtures as Measured by Semicircular Bend Test and Indirect Tension Test10.3141/2296-12 ↗
40. M.o.T.o.t.P.s.R.o. China, Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering, China, 2011.
41. M.o.T.o.t.P.s.R.o. China, Test methods of cement and concrete for highway engineering, Industry Standard, China, 2020.
42. L. Beijing Xinqiao Technology Development Co, Technical specification for road poured semi-flexible pavement, Standard of China Association for Engineering Construction Standardization, China, 2019.
43. M.o.T.o.t.P.s.R.o. China, Semi-flexible mixture cementitious grouting material, Industry Standard - Transportation, China, 2019.
44. Research on the crack resistance of semi-flexible pavement based on bonding and rheological properties of asphalt10.1016/j.conbuildmat.2022.129093 ↗
45. Fatigue equation for asphalt mixture under low temperature and low loading frequency conditions10.1016/j.conbuildmat.2019.03.312 ↗
46. Exploring waste marble dust as an additive in cementitious grouts for semi-flexible pavement applications: Analysis and optimization using RSM
47. Study on the improvement of fatigue and crack resistance of semi-flexible pavement materials using the mixing -molding method10.1016/j.conbuildmat.2024.138728 ↗