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首页|期刊导航|山东理工大学学报(自然科学版)|SHA改性不同类型基体沥青黏弹流变力学模型适用性评价研究

SHA改性不同类型基体沥青黏弹流变力学模型适用性评价研究

CHEN Long CHEN Ruipu FENG Xiaowei MAO Yu ZHANG Haihong CHEN Hongbin

山东理工大学学报(自然科学版)2026,Vol.40Issue(2):43-52,10.
山东理工大学学报(自然科学版)2026,Vol.40Issue(2):43-52,10.

SHA改性不同类型基体沥青黏弹流变力学模型适用性评价研究

Applicability evaluation research on the viscoelastic rheological mechanical models for SHA-modified different types of mother asphalts

CHEN Long 1CHEN Ruipu 2FENG Xiaowei 3MAO Yu 4ZHANG Haihong 3CHEN Hongbin5

作者信息

  • 1. School of Civil Engineering,Shandong Jiaotong University,Jinan 250357,China||Gansu Provincial Transportation Research Institute Group Company Limited,Lanzhou 730030,China
  • 2. School of Civil Engineering,Shandong Jiaotong University,Jinan 250357,China
  • 3. Gansu Provincial Transportation Research Institute Group Company Limited,Lanzhou 730030,China
  • 4. Gansu Provincial Transportation Research Institute Group Company Limited,Lanzhou 730030,China||Gansu Highway Engineering Quality Test and Testing Center Company Limited,Lanzhou 730030,China
  • 5. Gansu Highway Traffic Construction Group Company Limited,Lanzhou 730030,China
  • 折叠

摘要

Abstract

In order to investigate the applicability of existing viscoelastic rheological mechanical models to the modulus G*-frequency w master curve of SHA-modified asphalts,fifteen classical models are select-ed for frequency scanning test and G*-w master curve fitting analysis on various types of asphalts,inclu-ding 70#matrix asphalt,SBS-modified asphalt,CR-modified asphalt,SHA single-modified matrix as-phalt and SHA composite SBS or CR-modified asphalt.The results show that the mathematical model,the constitutive model,and the fractional derivative model can all be used to describe the G*-w master curve of matrix asphalts and SHA-modified asphalts.The auxiliary parameters of each model can effectively de-scribe the viscoelastic rheological mechanical properties of the matrix asphalts and SHA modified as-phalts.The addition of SBS and CR,as well as the increase of SHA mass ratio,enhances the proportion of elastic components and the viscosity,thereby improving the low-temperature stress relaxation and re-sistance to high-temperature creep deformation.Meanwhile,temperature sensitivity significantly decrea-ses.Furthermore,for every 4%increase in SHA content,the fitting accuracy(Δ value)of each model increases by 1.2~3.5 times compared to previous values.Matrix asphalt and SHA single-modified ma-trix asphalt are more suitable for mathematical models,while SBS or CR modified asphalt and SHA com-posite SBS or CR-modified asphalt are better fitted by constitutive models.The study recommends the use of three mathematical models—namely CA,CAM and Power-law model,as well as four constitutive mod-els—namely generalized Burgers,generalized Maxwell,generalized Kelvin-voigt and HS model to charac-terize the viscoelastic rheological mechanical properties of matrix asphalts and SHA-modified asphalts.The fitting accuracy of G*-w master curve is less than 1.0,which is significantly superior to other mod-els.

关键词

道路工程/SHA改性沥青/黏弹流变力学模型/主曲线/拟合精度/温度敏感性

Key words

road engineering/SHA-modified asphalt/viscoelastic rheological mechanical model/master curve/fitting value accuracy/temperature sensitivity

分类

交通工程

引用本文复制引用

CHEN Long,CHEN Ruipu,FENG Xiaowei,MAO Yu,ZHANG Haihong,CHEN Hongbin..SHA改性不同类型基体沥青黏弹流变力学模型适用性评价研究[J].山东理工大学学报(自然科学版),2026,40(2):43-52,10.

基金项目

山东省自然科学基金青年基金项目(ZR2022QE198) (ZR2022QE198)

甘肃省交通厅科技项目(2024-19,JTKYHTA-08) (2024-19,JTKYHTA-08)

兰州市科技计划项目(2022-5-49) (2022-5-49)

山东理工大学学报(自然科学版)

1672-6197

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