Genetic programming to formulate viscoelastic behavior of modified asphalt binder
Created by W.Langdon from
gp-bibliography.bib Revision:1.8051
- @Article{SADATHOSSEINI:2021:CBM,
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author = "Alireza {Sadat Hosseini} and Pouria Hajikarimi and
Mostafa Gandomi and Fereidoon {Moghadas Nejad} and
Amir H. Gandomi",
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title = "Genetic programming to formulate viscoelastic behavior
of modified asphalt binder",
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journal = "Construction and Building Materials",
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volume = "286",
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pages = "122954",
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year = "2021",
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ISSN = "0950-0618",
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DOI = "doi:10.1016/j.conbuildmat.2021.122954",
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URL = "https://www.sciencedirect.com/science/article/pii/S0950061821007145",
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keywords = "genetic algorithms, genetic programming, Modified
Asphalt, Viscoelastic, Crumb rubber, SBS, PPA",
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abstract = "The objective of this research was to develop
prediction models for complex shear modulus (G*) and
phase angle (?) of bitumens modified with crumb rubber,
styrene-butadiene styrene, and polyphosphoric acid at
low and moderate temperatures. The experiments
consisted of three different dosages of each modifier
added to the original bitumen followed by measurement
of G* and ? of the original and modified bitumen using
the dynamic shear rheometer (DSR) test in frequency
sweep mode (21 loading frequencies from 0.1 to 100 Hz)
at seven test temperatures: -22, -16, -10, 0, 10, 16
and 22 degreeC. Having the experimental database, a
robust genetic programming (GP) method was used to
develop an individual prediction model for each
modifier based on temperature, loading frequency, the
G* and ? of the original bitumen, and the dosage of the
modifier. Results showed that GP successfully developed
accurate and meaningful expressions for calculating G*
and ? of the modified bitumen as two main constitutive
components of the viscoelastic behavior of bituminous
composites. Then, a parametric study and sensitivity
analysis were performed on the developed models to
better understand the effect of variables on the trend
of the models. The modifier dosage is the most
effective input variable of the model and the amount of
G* and ? of the original bitumen accurately reflect the
effect of temperature and loading frequency on
viscoelastic behavior of the modified bitumen, as they
behave linearly at the considered test temperatures",
- }
Genetic Programming entries for
Alireza Sadat Hosseini
Pouria Hajikarimi
Mostafa Gandomi
Fereidoon Moghaddas Nejad
A H Gandomi
Citations