Skip to main content
Disciplines
Automotive Business IT + Informatics Construction + Real Estate Electrical Engineering + Electronics Energy + Sustainability Insurance + Risk Finance + Banking Management + Leadership Marketing + Sales Mechanical Engineering + Materials
Events
DE
EN
Books
Journals
Topic Page
Marketing
Start single access now
Access for companies
EXTENDED SEARCH
Log in
Top
Published in:
Study on Monthly Rainfall Trend Impact on Reservoir Simulation in Greater Bandung Read chapter Read first chapter

2021 | OriginalPaper | Chapter

The Relationship Between Vertical Stress Due to Attraction Load and Time for Asphalt Mixture Containing Pet Plastic

Authors : Albert Meraudje, Muhammad Isran Ramli, Mubassirang Pasra, A. Arwin Amiruddin, Hajriyanti Yatmar

Published in: ICCOEE2020

Publisher: Springer Singapore

Log in

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

Various concentrations of PET waste including, 0, 1, and 2% (based on binder weight) in two different size ranges are for asphalt concrete and Marshall stability, Marshall intelligence, indirect tensile strength (ITS) and uniaxial dynamic creep property were evaluated. The results show that Marshall stability and Marshall quotient increase with increasing PET content. Indirect tensile strength test (ITS) results show that the highest ITS is obtained by adding 2% PET to the mixture and beyond that ITS decreases with increasing PET content. Dynamic test results reveal that resistance to permanent deformation decreases with increasing PET content. However, mixtures containing finely graded PET particles have more resistance to permanent deformation than mixtures containing coarse graded PET particles. Comparing the results in rubber modified mixtures in this study with those in conventional mixtures achieved previously revealed that the trends were different.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

inform now

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

inform now

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

inform now
previous chapter The Impact of Socio-Demographic and Activity-Travel Participation Variables on Mode Choice Preference of Sub-urban Commuters: A Case Study on the New Railway Operation in Maros-Makassar Line
next chapter Application of Surface Response Methodology (RSM) for Improving the Marshall Quotient of AC-WC Mixtures Containing PET Plastic Waste
Literature
1.
Chen, J.S., et al.: Evaluation of geosynthetic applied to flexible pavements. J. East. Asia Soc. Transp. stud. 4(1), 2001 (2001)
2.
Croney, D.: The Design and Performance of Road Pavements. Transport and Road Research Laboratory. London (1977)
3.
Departemen Perhubungan Direktorat Jenderal Perhubungan Udara (2005). Persyaratan Teknik Bandar Udara. Petunjuk Pelaksanaan Pemeliharaan Konstruksi Landas Pacu (Runway), Landas Hubung (Taxiway) dan Landas Parkir (Apron) serta Fasilitas Penunjang Bandar Udara Nomor: SKEP/78/VI/2005
4.
Hermadi, M., Sjahdanulirwan, M.: Usulan spesifikasi campuran beraspal panas asbuton Lawele untuk perkerasan jalan. Jurnal jalan– jembatan, 25(3), 32–349 (2008)
5.
Kementerian Pekerjaan Umum: Spesifikasi Umum Bina Marga 2010 Revisi 3. Kementerian Pekerjaan Umum Direktorat Jenderal Bina Marga, Jakarta (2010)
6.
Malasyi, S.: Analisis Pengaruh Abu Jerami Terhadap Kuat Tekan Beton. Teras Jurnal 4, 2088–0561 (2014)
7.
Rosello, J., et al.: Rice straw ash: a potential pozzolanic supplementary material for cementing systems. Ind. Crops Prod. 103, 39–50 (2017)
8.
Shu, X., Huang, B., Vukosavljevic, D.: Laboratory evaluation of fatigue characteristics of recycled asphalt mixture. Sci. Dir. Constr. Build. Mater. 22, 1323 –1330 (2008)
9.
Somna, K., et al.: NaOH-activated ground fly ash geopolymer cured at ambient temperature. Fuel 90, 2118–2124 (2011)CrossRef
10.
Spesifikasi Umum Bina marga Divisi 6. (2010). Perkerasan Aspal. Direktorat Jendral Bina marga
11.
Stephen, B.: The Shell Bitumen Handbook. University of Nottingham (2015)
12.
Walubita, L.F., van de Ven, M.F.C.: Stresses and Strains in Asphalt-Surfacing Pavements (2000)
13.
Rubber Manufacturers Association, US Scrap Tire Management Summary 2005–2009, Washington, DC (2011)
14.
Karger-Kocsis, J., Meszaros, L., Barany, T.: Ground tyre rubber (GTR) in thermoplastics, thermosets, and rubbers. J. Mater. Sci. 48(1), 1–38 (2013)CrossRef
15.
Blumenthal, M.: Producing ground scrap tire rubber: a comparison between ambient and cryogenic technologies. In: Proceedings of the 17th Biennial Waste Processing Conerence. ASME, New York (1994)
16.
Heitzman, M.: Design and construction of asphalt paving materials with crumb rubber modifier. Transp. Res. Rec.: J. Transp. Res. Board 1339, 1–8 (1992)
17.
Zanzotto, L., Kennepohl, G.J.: Development of rubber and asphalt binders by depolymerization and devulcanization of scrap tires in asphalt. Transp. Res. Rec.: J. Transp. Res. Board 1530(1), 51–58 (1996)CrossRef
18.
Abdelrahman, M.A., Carpenter, S.H.: Mechanism of interaction of asphalt cement with crumb rubber modifier. Transp. Res. Rec.: J. Transp. Res. Board 1661(1), 06–13 (1999)CrossRef
19.
Hu, B., Davies, R.: Effect of crumb rubber modifiers (CRM) on performance related properties of asphalt binders. Asphalt Paving Technol. 63, 414–449 (1994)
20.
Airey, G.D., Singleton, T.M., Collop, A.C.: Properties of polymer modified bitumen after rubber-bitumen interaction. J. Mater. Civ. Eng. 14(4), 344–354 (2002)CrossRef
21.
Mohammad, L.N., Huang, B., Roberts, F.L., Rasoulian, M.: Accelerated loading performance and laboratory characterization of crumb rubber asphalt pavements. Int. J. Road Mater. Pavement Des. 1(4), 467–493 (2000)CrossRef
22.
Hicks, G., Epps, J.: Life cycle costs for asphalt-rubber paving materials. In: Proceedings of the Asphalt Rubber 2000 – The Pavement Material of 21st Century, Vilamoura, Portugal, 14–17 Nov 2000
23.
Huang, B., Mohammad, L.N.: Numerical analysis of crumb-rubber modified asphalt pavement at the Louisiana accelerated loading facility. Int. J. Pavements 1(2), 36–47 (2002)
24.
Frantzis, P.: Crumb rubber-bitumen interactions: cold-stage optical microspopy. J. Mater. Civil Eng. 5(5), 19–26 (2003)
25.
Hunt, E.A.: Crumb rubber modified asphalt concrete in Oregon. Final Report, SPR 335. Oregon Department of Transportation, Salem, Oregon (2002)
26.
Modarres, A., Hamedi, H.: Effect of waste plastic bottles on the stiffness and fatigue properties of modified asphalt mixes. Mater. Des. 61, 8–15 (2014)CrossRef
Metadata
Title
The Relationship Between Vertical Stress Due to Attraction Load and Time for Asphalt Mixture Containing Pet Plastic
Authors
Albert Meraudje
Muhammad Isran Ramli
Mubassirang Pasra
A. Arwin Amiruddin
Hajriyanti Yatmar
Copyright Year
2021
Publisher
Springer Singapore
Book
ICCOEE2020

Print ISBN: 978-981-336-310-6

Electronic ISBN: 978-981-336-311-3

Copyright Year: 2021

DOI
https://doi.org/10.1007/978-981-33-6311-3_108