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All Journal Jurnal Ilmiah Teknik Sipil Jurnal Spektran MEDIA KOMUNIKASI TEKNIK SIPIL Jurnal Teknik ITS Jurnal Sains dan Teknologi Jurnal Teknik Sipil Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) Journal of Civil Engineering Jurnal Teknik Sipil Civil Engineering Dimension International Journal of Engineering and Emerging Technology Menara: Jurnal Teknik Sipil International Journal of Applied Business and International Management Journal of International Conference Proceedings
I Nyoman Arya Thanaya
Program Studi Magister Teknik Sipil Universitas Udayana
Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Mechanical Engineering Social Sciences Transportation Other

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Journal : Jurnal Teknik ITS

 1 
Analysis of Stiffness Modulus of Asphalt Concrete Mixture by Using Artificial Aggregates Gusti Made Bagus Baskara; Ervina Ahyudanari; I Nyoman Arya Thanaya
Jurnal Teknik ITS Vol 8, No 2 (2019)
Publisher : Direktorat Riset dan Pengabdian Masyarakat (DRPM), ITS

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (630.023 KB) | DOI: 10.12962/j23373539.v8i2.49666

Abstract

The type of damage to the pavement layer is cracking and permanent deformation. The mechanism of cracking in the pavement layer occurs because of the tensile force at the bottom of the pavement layer due to the wheel load of the vehicle. One parameter of a mixture to achieve strength and durability as needed is the relationship of stress and strain which shows the stiffness of a mixture. Indirect Tensile Strength is a method used to show the stiffness of a mixture. As infrastructure development in Indonesia continues to increase, the availability of natural aggregate materials is decreasing. One of the uses of geopolymer can be used as artificial aggregates to replace the depleted natural aggregates. The purpose of this study was to review the stiffness modulus of concrete asphalt mixture with the use of artificial aggregates made from geopolymer by using open gradations of BBA (Beton Bitumineux pour chausees Aeronautques). From the test results using the Dynapave UTM30 tool at 20 °Celsius and 60 °Celsius, stiffness modulus values of the asphalt mixture are 3542 MPa and 147 MPa. The increase in temperature causes a decrease in the stiffness modulus value of 96%, so that the increase in temperature will be accompanied by a decrease in the stiffness modulus.
Co-Authors A.A. Adi Sparsa A.A.G. Wirahadi A.A.G. Wirahadi, A.A.G. AA Istri Rara Anggita Saraswati Ahyudanari, Ervina Anak Agung Istri Mirah Primaswari Baskara, Gusti Made Bagus I G. A. Ketut Wira Sutha I Gde Wikarga I Gusti Agung Ananda Putra I Gusti Ketut Sudipta I Gusti Raka Puranto, I Gusti Raka I Gusti Raka Purbanto I Made Agus Ariawan I Made Aryawibawa Adiputra I Made Debby Surya Adi Putra I Nyoman Sapta Nugraha, I Nyoman Sapta I Nyoman Widana Negara I Nyoman Yudha Astana I Putu Chandra Wibawa I W. Yansen I Wayan Edi Arta Rimbawa I Wayan Gunawan I Wayan Gunawan I Wayan Suweda Jayantara, I Wayan Putra Made Andy Dwi Gunadi Made Novia Indriani Nana Sutrisna Ni Kadek Sri Sentana Dewi Ni Made Dwi Paramita Utari Nyoman Karnata Mataram Rimbawa, I Wayan Edi Arta Sparsa, A.A. Adi Wardani, A.A.A. Made Cahaya Yana, Anak Agung Gde Agung Yana, Anak Agung Gede Agung Yemina Welimince Yenni Ciawi