Special Issue on Analysing Properties of Asphalt Concrete Modified with Crumb Rubber

Submission Deadline: Apr. 15, 2020

Please click the link to know more about Manuscript Preparation: http://www.ajetm.org/submission

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Special Issue Flyer (PDF)
  • Lead Guest Editor
    • Abdallh Lhwaint
      Department of Civil Engineering, Institue Teknologi Sepuluh Nopember, Surabaya, Indonesia
  • Guest Editor
    Guest Editors play a significant role in a special issue. They maintain the quality of published research and enhance the special issue’s impact. If you would like to be a Guest Editor or recommend a colleague as a Guest Editor of this special issue, please Click here to complete the Guest Editor application.
    • Mohmed Hmade
      Department of Civil Engineering, University 11Maret, Solo, Indonesia
    • Ervina Ahyudanari
      Department of Civil Engineering, Institue Teknologi Sepuluh Nopember, Surabaya, Indonesia
    • Indrasurya B. Mochtar
      Department of Civil Engineering, Institue Teknologi Sepuluh Nopember, Surabaya, Indonesia
    • Ahmed Blash
      Department of Civil Engineering , Aljufra university, Aljufra, Libya
    • Lee Chai
      UCSI University, Kuala Lumpur, Malaysia
    • Hasan M A Hasan
      Faculty of Engineering, Sabratha University, Sabratha, Libya
    • Deprizon Syamsunur
      UCSI University, Kuala Lumpur, Malaysia
  • Introduction

    Many researchers search for alternative materials to be used as an asphalt mixture modifier to improve its properties. This research provides a laboratory assessment study use crumb rubber as hot-mixed asphalt (HMA) efficiency additives is observed that crumb rubber was recognized as an elastic action multiplier in HMA of the rubber pieces, in particular, to reduce rutting opportunities. Fine crumb rubber Shred (2.36-0.85 mm) acquired by the ambient-temperature milling method from abandoned truck wheels was used in these studies to alter asphalt performance. The perfect crumb of rubber with various components, i.e. 2.5 %, 5 %, 7.5 %, and 10 %, was inserted into the mixer at different temperatures using a dry process system. The characteristics of Marshal, Unconfined Compressive Strength (UCS), Indirect Tensile Strength Test (ITS) and Indirect Tensile Strength Modulus (ITSM) were performed. The outcome indicates that with the growing crumb rubber modifier, warden strength, Marshal Quotient, Voids in Mix (VIM) and Voids in mineral aggregate (VMA) declined. However, when crumb rubber modifiers were activated, Marshal Flow and Void lined with pavement (VFWA) improved. The consequence of crumb rubber asphalt mixture has increased crumb rubber content in asphalt concrete mixture would decrease the stability of Marshall and permeability tests show that asphalt concrete without crumb rubber is lower than AC with crumb rubber strength compared to other mixtures.
    Aims and Scope:
    1. Asphalt Concrete
    2. Crumb Rubber Modifier
    3. Marshall
    4. UCS
    5. ITS, ITSM
    6. Permeability Test

  • Guidelines for Submission

    Manuscripts can be submitted until the expiry of the deadline. Submissions must be previously unpublished and may not be under consideration elsewhere.

    Papers should be formatted according to the guidelines for authors (see: http://www.ajetm.org/submission). By submitting your manuscripts to the special issue, you are acknowledging that you accept the rules established for publication of manuscripts, including agreement to pay the Article Processing Charges for the manuscripts. Manuscripts should be submitted electronically through the online manuscript submission system at http://www.sciencepublishinggroup.com/login. All papers will be peer-reviewed. Accepted papers will be published continuously in the journal and will be listed together on the special issue website.