<p>This project was aimed to study the degradation of polystyrene-butadiene-styrene block copolymer (SBS). SBS is used to modify bitumen, the binder in asphalt. From earlier studies it is known that SBS degrades in bitumen, but the degradation products have not been identified. To be able to determine the long term effects of SBS in the environment, degradation products need to be identified. Polystyrene forms rigid blocks with polybutadiene as a rubbery matrix between the ridgid blocks. When blended in bitumen, the polystyrene blocks are crosslinked to form a three dimensional network. SBS is an elastomer and has the ability to regain its shape after being a subject of mechanical force. According to the pre references the polymers had to be degraded in similar ways as they would in bitumen. Since bitumen is a very complex matrix with high boiling point and viscosity, there would be difficulties separating polymers from the bitumen. We made an assumption that it would be plausible for the degradation products formed in bitumen to form even with no bitumen present. Four different SBS polymers were used. One of the polymers was branched. Another had a high content of 1-2 polybutadiene. The third was a diblock copolymer (SB) with low styrene content compared to the others. The last was a linear SBS. The polymers were degraded in pieces of apparatus used for study ageing characteristics of bitumen as well as they were aged by refluxing in hexane. The degradation products were extracted by Solid Phase Extraction (SPE) and identified by GC-MS. Due to instrumental limits there were not many degradation products identified. The main products detected included saturated hydrocarbons in the range of 16-31 carbon atoms as well as squalene.</p> / <p>I det här projektet studerades nedbrytning av styren-butadien-styren block kopolymerer (SBS). SBS används för att modifiera bitumen vars användningsområde är som bindemedel i asfalt. Tidigare studier har visat att SBS bryts ned i bitumen, men nedbrytningsprodukterna har inte identfierats. För att kunna avgöra vad SBS har för långsiktiga effekter på miljön måste nedbrytnignsprodukterna identifieras. I SBS bildar polystyren styva block medan polybutadien fungerar som flexibla bryggor mellan polystyrenblocken. När SBS blandas med bitumen korslänkas polystyrenblocken så att ett tredimensionellt nätverk bildas. Eftersom SBS är en elastomer har den förmågan att återfå sin ursprungliga form efter att ha blivit utsatt för mekanisk stress. Enligt de givna förutsättningarna för studien skulle polymererna brytas ned på samma sätt som om de skulle ha varit lösta i bitumen. Eftersom bitumen är en komplex matris med hög kokpunkt och viskositet skulle det varit svårt att separera polymererna och deras nedbrytningsprodukter från bitumenet. Vi gjorde ett antagande om att det förmodligen bildas samma nedbrytningsprodukter som om bitumen varit närvarande även om nedbrytningen sker utan bitumen närvarande. Fyra olika SBS polymerer användes. En av polymererna var grenad. En annan hade en stor andel 1,2-polybutadien. Den tredje var en diblock kopolymer (SB) med lågt styren innehåll jämfört med de andra. Den sista polymeren var linjär. Polymererna åldrades i apparatur framtagen för att studera åldring av bitumen. Polymererna åldrades även genom att återloppskokas i hexan. Nedbrytningsprodukterna extraherades via fastfasextraktion (SPE) och identifierades med GC-MS. Genom instrumentella begränsningar kunde bara ett fåtal nedbrytningsprodukter identifieras. Bland de produkter som identifierades fanns alkaner och alkener med mellan 16 och 31 kolatomer, men även skvalen identifierades som nedbrytningsprodukt. Lågmolekylära ämnen kan ha ventilerats bort för att vi inte hade tillgång till apparatur för adsorbtion av flyktiga ämnen för injektion i GC-MS. </p>

This project was aimed to study the degradation of polystyrene-butadiene-styrene block copolymer (SBS). SBS is used to modify bitumen, the binder in asphalt. From earlier studies it is known that SBS degrades in bitumen, but the degradation products have not been identified. To be able to determine the long term effects of SBS in the environment, degradation products need to be identified. Polystyrene forms rigid blocks with polybutadiene as a rubbery matrix between the ridgid blocks. When blended in bitumen, the polystyrene blocks are crosslinked to form a three dimensional network. SBS is an elastomer and has the ability to regain its shape after being a subject of mechanical force. According to the pre references the polymers had to be degraded in similar ways as they would in bitumen. Since bitumen is a very complex matrix with high boiling point and viscosity, there would be difficulties separating polymers from the bitumen. We made an assumption that it would be plausible for the degradation products formed in bitumen to form even with no bitumen present. Four different SBS polymers were used. One of the polymers was branched. Another had a high content of 1-2 polybutadiene. The third was a diblock copolymer (SB) with low styrene content compared to the others. The last was a linear SBS. The polymers were degraded in pieces of apparatus used for study ageing characteristics of bitumen as well as they were aged by refluxing in hexane. The degradation products were extracted by Solid Phase Extraction (SPE) and identified by GC-MS. Due to instrumental limits there were not many degradation products identified. The main products detected included saturated hydrocarbons in the range of 16-31 carbon atoms as well as squalene. / I det här projektet studerades nedbrytning av styren-butadien-styren block kopolymerer (SBS). SBS används för att modifiera bitumen vars användningsområde är som bindemedel i asfalt. Tidigare studier har visat att SBS bryts ned i bitumen, men nedbrytningsprodukterna har inte identfierats. För att kunna avgöra vad SBS har för långsiktiga effekter på miljön måste nedbrytnignsprodukterna identifieras. I SBS bildar polystyren styva block medan polybutadien fungerar som flexibla bryggor mellan polystyrenblocken. När SBS blandas med bitumen korslänkas polystyrenblocken så att ett tredimensionellt nätverk bildas. Eftersom SBS är en elastomer har den förmågan att återfå sin ursprungliga form efter att ha blivit utsatt för mekanisk stress. Enligt de givna förutsättningarna för studien skulle polymererna brytas ned på samma sätt som om de skulle ha varit lösta i bitumen. Eftersom bitumen är en komplex matris med hög kokpunkt och viskositet skulle det varit svårt att separera polymererna och deras nedbrytningsprodukter från bitumenet. Vi gjorde ett antagande om att det förmodligen bildas samma nedbrytningsprodukter som om bitumen varit närvarande även om nedbrytningen sker utan bitumen närvarande. Fyra olika SBS polymerer användes. En av polymererna var grenad. En annan hade en stor andel 1,2-polybutadien. Den tredje var en diblock kopolymer (SB) med lågt styren innehåll jämfört med de andra. Den sista polymeren var linjär. Polymererna åldrades i apparatur framtagen för att studera åldring av bitumen. Polymererna åldrades även genom att återloppskokas i hexan. Nedbrytningsprodukterna extraherades via fastfasextraktion (SPE) och identifierades med GC-MS. Genom instrumentella begränsningar kunde bara ett fåtal nedbrytningsprodukter identifieras. Bland de produkter som identifierades fanns alkaner och alkener med mellan 16 och 31 kolatomer, men även skvalen identifierades som nedbrytningsprodukt. Lågmolekylära ämnen kan ha ventilerats bort för att vi inte hade tillgång till apparatur för adsorbtion av flyktiga ämnen för injektion i GC-MS.

Asphalt binder ageing and experiences with various ageing methods from abroad are described in this thesis. The practical part deals with the RTFOT aging and with the influence of the duration of this test. The comparison of test results is conducted before and after the aging by values of needle penetration, elastic recovery, softening point and resilience tests are evaluated and compared.

The comparison of rheological properties (complex shear modulus and phase angle and dynamic viscosity) of four paving bitumens and two polymer modified bitumens is performed in this diploma thesis. Furthermore, the empirical tests (needle penetration and softening point) were determined on these binders. Effect of asphalt binders aging was modeled using RTFOT test and modified RTFOT test (3 x RTFOT).

The thesis describes the relaxation properties of bituminous binders determined in dynamic shear rheometer (DSR). Paving bitumen, polymer modified bitumen (PMB) and crumb rubber modified bitumen (CRmB) were chosen for comparison. In order to describe the effects of ageing on asphalt binders relaxation properties, the laboratory simulation of ageing using RTFOT and 3xRTFOT method was performed. For each binder were simultaneously conducted tests of needle penetration, softening point and elastic recovery. Selected bitumens were used for the production of asphalt mixtures. The low-temperature properties tests (TSRST) were performed for these mixtures, when the results were compared to the relaxation properties of binders determined in the DSR.

The theoretical part of this thesis describes the rheology of bituminous binders, aging of asphalt binders and laboratory methods simulating short and long term aging. The following describes an empirical tests (needle penetration, softening point ring ball method) and functional tests (complex shear modulus and phase angle, dynamic viscosity), which are performed in the dynamic shear rheometer. At the end of this section, laboratory aging of bituminous binders using method RTFOT and method RTFOT + PAV is described in more detail. In the practical part of this thesis, the results of all tests performed on the binders aged using RTFOT + PAV are introduced and compared with results of properties of non-aged binders and binders aged by 3xRTFOT.

Dissertation thesis is focused on rheological properties of asphalt binders and on changes of their performance during the lifetime in road structures. Aging processes of asphalt binders and methods of laboratory aging are described in the theoretical part of the thesis. Furthermore, basic rheological models and related test methods for the evaluation of asphalt binders are described. In the practical part, properties of asphalt binders are investigated after aging process and their performance is evaluated by empirical and functional test methods. The various methods of aging are compared with each other and a relationship between real conditions and laboratory aging is researched. In the next section, vacuum flashed cracked residue (VFCR) is added to the selected asphalt binders and their influence on rheological properties during description of aging of asphalt binders is investigated. The results were used in publication of two certified methodology under the title „The methodology for the evaluation of paving bitumen in terms of susceptibility to thermal oxidative aging“ and „The methodology describes laboratory aging of asphalt mixtures“. The results of the thesis are listed in the conclusion.

The diploma thesis is focused on the appropriate dosage of rejuvenating agents in asphalt mixtures with high content of RAP. The empirical and functional laboratory tests are described in the theoretical part. The practical part deals with the estimation of the optimal amount of rejuvenating agents by means of laboratory tests so that the rheological properties of the degraded asphalt binder can be restored by suitable dosing into the RAP. As part of the TAČR ZÉTA project, an experimental section of asphalt mixture containing 50 % of the RAP and an appropriate amount of the rejuvenating agents was created. The aim of the thesis is to find an optimal dosage of the rejuvenating agents in the samples of the RAP and laboratory aged asphalt binder of gradation 50/70, to determine the effectiveness of selected rejuvenating agents and to monitor changes in the parameters of the experimental section during the period of time.

The subject of the thesis is to describe the effect of fluxing additives on the behaviour of asphalt binders. Emphasis will be placed on changes in rheological properties of asphalt binders at intermediate temperatures, stability during aging and influence of fluxing agents on their low-temperature properties. Theoretical part will deal with the principle of asphalt binders aging and it will summarize knowledge about fluxing additives. Further, empirical and functional tests will be described in order to evaluate asphalt binders. In the practical part, all laboratory tests will be evaluated and the effects of two different fluxing additives will be compared.