The assessment of the influence of styrene-butadiene-styrene copolymer on the selected rheological properties characterising durability of modified bitumens used in road pavements

The subject matter of the research pertains to the improvement of rheological properties of petroleum bitumens by their modification with SBS (styrene-butadiene-styrene) copolymer. The authors have determined selected rheological properties characterising the durability of modified bitumens used in...

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Main Authors: M. Mielczarek, S. Dziadosz, M. Słowik, M. Bilski
Format: Article
Language:English
Published: Polish Academy of Sciences 2020-12-01
Series:Bulletin of the Polish Academy of Sciences: Technical Sciences
Subjects:
Online Access:https://journals.pan.pl/Content/118369/PDF/22_D1471-1479_01782_Bpast.No.68-6_29.12.20_OK.pdf
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author M. Mielczarek
S. Dziadosz
M. Słowik
M. Bilski
author_facet M. Mielczarek
S. Dziadosz
M. Słowik
M. Bilski
author_sort M. Mielczarek
collection DOAJ
description The subject matter of the research pertains to the improvement of rheological properties of petroleum bitumens by their modification with SBS (styrene-butadiene-styrene) copolymer. The authors have determined selected rheological properties characterising the durability of modified bitumens used in road pavements. The bitumens were modified in laboratory conditions with modified bitumen concentrate of a known SBS copolymer content of 9%. The result was a binder containing the known percentage of the SBS copolymer of 3%, 4.5% and 6%. Rheological properties of the tested bitumens were determined by the use of a DSR dynamic shear rheometer (in a wide temperature range from 40°C to 100°C) and a ductilometer at 5°C. DSR was used for performing MSCR test to determine the resistance of the asphalt mixture with the SBS-modified binder to permanent deformations in the high temperature range (from 40°C to 82°C). The comparison of the values of the dynamic shear modulus |G*| of all the bitumens tested shows that with a growing content of the SBS copolymer in the tested binder the value of |G*| increases, which may indicate greater resistance to permanent deformation of the asphalt pavement. The MSCR test has shown that the increased use of the SBS copolymer addition in the bitumen translates to decreasing values of the non-recoverable creep compliance Jnr. The SBS copolymer accelerates stress relaxation in the bitumen sample, thus increasing pavement resistance to low-temperature cracks. Furthermore, modification reduces the negative impact of ageing on the properties of the binder, manifested by its stiffening and slowdown of relaxation.
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spelling doaj.art-a7e4544bab584a4ab4ddea4d3ced0e472022-12-22T01:33:02ZengPolish Academy of SciencesBulletin of the Polish Academy of Sciences: Technical Sciences2300-19172020-12-0168No. 614711479https://doi.org/10.24425/bpasts.2020.135391The assessment of the influence of styrene-butadiene-styrene copolymer on the selected rheological properties characterising durability of modified bitumens used in road pavementsM. MielczarekS. DziadoszM. SłowikM. BilskiThe subject matter of the research pertains to the improvement of rheological properties of petroleum bitumens by their modification with SBS (styrene-butadiene-styrene) copolymer. The authors have determined selected rheological properties characterising the durability of modified bitumens used in road pavements. The bitumens were modified in laboratory conditions with modified bitumen concentrate of a known SBS copolymer content of 9%. The result was a binder containing the known percentage of the SBS copolymer of 3%, 4.5% and 6%. Rheological properties of the tested bitumens were determined by the use of a DSR dynamic shear rheometer (in a wide temperature range from 40°C to 100°C) and a ductilometer at 5°C. DSR was used for performing MSCR test to determine the resistance of the asphalt mixture with the SBS-modified binder to permanent deformations in the high temperature range (from 40°C to 82°C). The comparison of the values of the dynamic shear modulus |G*| of all the bitumens tested shows that with a growing content of the SBS copolymer in the tested binder the value of |G*| increases, which may indicate greater resistance to permanent deformation of the asphalt pavement. The MSCR test has shown that the increased use of the SBS copolymer addition in the bitumen translates to decreasing values of the non-recoverable creep compliance Jnr. The SBS copolymer accelerates stress relaxation in the bitumen sample, thus increasing pavement resistance to low-temperature cracks. Furthermore, modification reduces the negative impact of ageing on the properties of the binder, manifested by its stiffening and slowdown of relaxation.https://journals.pan.pl/Content/118369/PDF/22_D1471-1479_01782_Bpast.No.68-6_29.12.20_OK.pdfdynamic shear rheometer (dsr)modified bitumendynamic shear modulusrelaxationmultiple stress creep recovery (mscr)
spellingShingle M. Mielczarek
S. Dziadosz
M. Słowik
M. Bilski
The assessment of the influence of styrene-butadiene-styrene copolymer on the selected rheological properties characterising durability of modified bitumens used in road pavements
Bulletin of the Polish Academy of Sciences: Technical Sciences
dynamic shear rheometer (dsr)
modified bitumen
dynamic shear modulus
relaxation
multiple stress creep recovery (mscr)
title The assessment of the influence of styrene-butadiene-styrene copolymer on the selected rheological properties characterising durability of modified bitumens used in road pavements
title_full The assessment of the influence of styrene-butadiene-styrene copolymer on the selected rheological properties characterising durability of modified bitumens used in road pavements
title_fullStr The assessment of the influence of styrene-butadiene-styrene copolymer on the selected rheological properties characterising durability of modified bitumens used in road pavements
title_full_unstemmed The assessment of the influence of styrene-butadiene-styrene copolymer on the selected rheological properties characterising durability of modified bitumens used in road pavements
title_short The assessment of the influence of styrene-butadiene-styrene copolymer on the selected rheological properties characterising durability of modified bitumens used in road pavements
title_sort assessment of the influence of styrene butadiene styrene copolymer on the selected rheological properties characterising durability of modified bitumens used in road pavements
topic dynamic shear rheometer (dsr)
modified bitumen
dynamic shear modulus
relaxation
multiple stress creep recovery (mscr)
url https://journals.pan.pl/Content/118369/PDF/22_D1471-1479_01782_Bpast.No.68-6_29.12.20_OK.pdf
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