CQUniversity
Browse
- No file added yet -

Prediction and sensitivity analysis of CNTs-modified asphalt’s adhesion force using a radial basis neural network model

Download (734.51 kB)
Version 2 2022-07-27, 03:50
Version 1 2022-07-11, 04:01
journal contribution
posted on 2022-07-27, 03:50 authored by Md Arifuzzaman, Uneb Gazder, Muhammad Saiful Islam, Abdullah A Mamun
The expected longer service life of modified asphalt can be jeopardized by different environmental factors, such as moisture, oxidation, etc. which affect the desired properties by altering the adhesive property. An insight into knowledge of the adhesive property of the asphalt can help in providing more durable asphalt pavement. The study attempted to develop different models of adhesive properties of polymers and carbon nanotubes (CNTs) modified asphalt binders. The polymer-CNT modified asphalt is processed to prepare different types of samples, by simulating the damage due to moisture and oxidization, following the corresponding standard method. An Atomic Force Microscopy (AFM) was employed to assess the nanoscale adhesion force of the tested samples following the existing functional group in asphalt. Finally, the study has developed Radial Basis Function Neural Network (RBFNN) as a function of different parameters including; asphalt chemistry (i.e. AFM tip type and constant), type and percentages of polymers and CNTs and different environmental exposures (oxidation, moisture, etc.) to predict the nano adhesion force of asphalt. It is observed that the adhesive property of the Styrene–Butadiene modified asphalt is more consistent compared to the Styrene–Butadiene–Styrene modified asphalt, while the presence of Single-Wall Nanotubes (SWNT) is observed to affect the adhesive properties of asphalt significantly as compared to Multi-Wall Nanotubes (MWNT). The higher accuracy level of RBFNN model also indicates that the functional group (tip-type) adding with the percentages and types of polymers and CNTs significantly affect the adhesive properties of asphalt.

History

Volume

34

Issue

10

Start Page

1100

End Page

1114

Number of Pages

15

eISSN

1568-5616

ISSN

0169-4243

Publisher

Taylor & Francis

Language

en

Peer Reviewed

  • Yes

Open Access

  • No

Acceptance Date

2019-11-19

External Author Affiliations

King Faisal University, Saudi Arabia; University of Bahrain; Qatar University

Era Eligible

  • Yes

Journal

Journal of Adhesion Science and Technology

Usage metrics

    CQUniversity

    Exports

    RefWorks
    BibTeX
    Ref. manager
    Endnote
    DataCite
    NLM
    DC