TAN B , ZHENG G, LI Q, et al.Mechanical analysis and material preparation of ultra-high-strength base asphalt pavement[J].Journal of Henan Polytechnic University(Natural Science) ,2025,44(2):186-194.

doi:10.16186/j.cnki.1673-9787.2023110016

Received:2023/11/10

Revised:2024/01/18

Published:2025-03-05

Mechanical analysis and material preparation of ultra-high-strength base asphalt pavement

TAN Bo1,2, ZHENG Gang1,2, LI Qing1,2, XIE Enlian3, LIU Jingshuang3

1.School of Civil Engineering， Guilin University of Technology， Guilin  541004， Guangxi， China；2.Collaborative Innovation Center for Exploration of Nonferrous Metal Deposits and Efficient Utilization of Resources by the Province and Ministry， Guilin University of Technology， Guilin  541004， Guangxi， China；3.Guangxi Tianxin Expressway Co.， Ltd.， Chongzuo  532800， Guangxi， China

Abstract: Objectives To improve the structural performance of asphalt pavement and achieve low-carbon goals， an AC+ultra-high-strength base asphalt pavement structure is proposed to reduce the thickness of the asphalt pavement structurue.   Methods Bisar software was used to analyze the mechanical response of the ultra-high-strength base pavement structure， proposing the design parameters for the asphalt pavement structure and ultra-high-strength base material. Orthogonal experimental design was then conducted to analyze the influence of silica fume， fly ash， and cement-sand ratio parameters on the mechanical properties of the ultra-high-strength base material. Range and variance analysis were performed to determine the optimal mix proportion. Finally， the bonding performance between asphalt layers and the ultra-high-strength base layer was evaluated through splitting tensile tests using five methods： spreading crushed stones， brushing grooves，  epoxy resin， spraying modified asphalt， and rubber asphalt.   Results The results show that when the thickness of the ultra-high-strength base is 0.08 m， with an elastic modulus of 40 GPa， the total thickness of the structure is 0.52 m. The fatigue cracking life of the asphalt mixture and inorganic binder layers in the ultra-high-strength base asphalt pavement is higher than that of a conventional asphalt pavement with a total thickness of 0.74 m. The optimal mix ratio for the ultra-high-strength base material is 13% silica fume， 11% fly ash， a cement-sand ratio of 0.8， and a water-cement ratio of 0.25. The splitting tensile strength tests indicate that epoxy resin provides the best bonding，  followed by crushed stone， and rubber asphalt provides the weakest bonding.   Conclusions Under reduced pavement thickness， the AC+ ultra-high-strength base asphalt pavement performs better than conventional asphalt pavement. This study proposes a low-carbon and cost-effective asphalt pavement structure and material preparation method. The interlayer bonding performance between the asphalt surface layer and ultra-high-strength base layer is analyzed， and the use of spreading crushed stones is recommended， providing a new feasible approach for composite asphalt pavement. 

Key words:composite pavement;ultra-high-performance concrete;orthogonal test;mix proportion design;interlayer bonding