Resilient modulus master curve for BRA-modified asphalt mixtures

• Autorzy: Karami Muhammad , Sulistyorini Rahayu , Ardianti Indah Marlina

Identyfikatory

DOI

10.7409/rabdim.020.020

Warianty tytułu

PL

Krzywa wiodąca modułu sztywności sprężystej mieszanek asfaltowych zawierających lepiszcze modyfikowane asfaltem naturalnym Buton (BRA)

• Języki publikacji: EN PL

Abstrakty

EN

The objective of this research was to evaluate the impact of using granular Buton Rock Asphalt (BRA) modifier binder in asphalt mixtures, based on the developed resilient modulus master curve. This involved laboratory evaluation of indirect tensile stiffness modulus (ITSM) on UTM25 test equipment in accordance with the Australian Standard AS2891.13.1-1995. The test was applied to dense-graded (10 mm) unmodified and BRA-modified asphalt mixtures at five different test temperatures: 5°C, 15°C, 25°C, 40°C and 60°C and three different loading frequencies: 0.33 Hz, 0.50 Hz and 1.0 Hz. The results showed that in the high-intermediate temperature range and at low frequency the resilient modulus of BRA-modified asphalt mixtures was higher than the modulus of unmodified mixtures. It was discovered that the viscoelastic behavior of BRA-modified asphalt mixtures was more pronounced than in the case of unmodified asphalt mixtures.

PL

Celem opisanych w pracy badań była ocena wpływu zastosowania naturalnego asfaltu skalnego BRA (Buton Rock Asphalt) jako dodatku modyfikującego na podstawie opracowanych krzywych wzorcowych modułu sztywności sprężystej mieszanek asfaltowych. Zakres badań obejmował ocenę laboratoryjną modułu mieszanki metodą pośredniego rozciągania (ITSM) w aparacie UTM25 zgodnie z normą australijską AS2891.13.1-1995. Badanie przeprowadzono w pięciu temperaturach: 5°C, 15°C, 25°C, 40°C i 60°C oraz przy trzech częstotliwościach obciążeń: 0,33 Hz, 0,50 Hz i 1,0 Hz – na mieszankach o ciągłym uziarnieniu (do 10 mm) zawierających lepiszcze modyfikowane oraz niemodyfikowane. Uzyskane wyniki wykazały, że szczególnie w zakresie średnich i wysokich wartości temperatury oraz przy małych częstotliwościach moduł sztywności sprężystej mieszanek zawierających dodatek modyfikujący BRA był wyższy niż moduł mieszanek zawierających lepiszcze niemodyfikowane. Stwierdzono, że charakter lepkosprężysty był wyraźniejszy w przypadku mieszanek zawierających lepiszcze modyfikowane BRA niż w przypadku mieszanek z lepiszczem niemodyfikowanym.

Słowa kluczowe

EN

asphalt mixture; granular Buton Rock Asphalt; resilient modulus master curve

PL

granulowany asfalt naturalny Buton; krzywa wiodąca modułu sztywności sprężystej; mieszanki asfaltowe

• Wydawca: Instytut Badawczy Dróg i Mostów
• Czasopismo: Roads and Bridges - Drogi i Mosty
• Rocznik: 2020
• Tom: Vol. 19, no. 4
• Strony: 315--331
• Opis fizyczny: Bibliogr. 44 poz., rys., tab.

Twórcy

autor

Karami Muhammad

• Universal Lampung, Department of Civil Engineering, Jl. Soemantri Brojonegor o No.1 Bandar Lampung 35145, Indonesia

autor

Sulistyorini Rahayu

• Universal Lampung, Department of Civil Engineering, Jl. Soemantri Brojonegor o No.1 Bandar Lampung 35145, Indonesia

autor

Ardianti Indah Marlina

• Universal Lampung, Department of Civil Engineering, Jl. Soemantri Brojonegor o No.1 Bandar Lampung 35145, Indonesia

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Uwagi

Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021).