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All Journal Jurnal Teknik ITS Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil JURNAL SIPIL SAINS Jurnal Sains Teknologi dan Lingkungan (JSTL) SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan Jurnal Aplikasi Teknik Sipil Media Ilmiah Teknik Sipil G-Tech : Jurnal Teknologi Terapan Jurnal Pembelajaran Pemberdayaan Masyarakat (JP2M) Spektrum Sipil Rengganis Jurnal Pengabdian Masyarakat Prosiding Seminar Nasional Teknik Sipil UMS Innovative: Journal Of Social Science Research Jurnal Rekayasa Infrastruktur Hexagon
Anwar Efendy
Universitas Muhammadiyah Mataram
Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Energy Engineering Environmental Science Health Professions Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Mathematics Medicine & Pharmacology Nursing Public Health Social Sciences Transportation Other

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Journal : Jurnal Teknik ITS

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Analysis of Creep Test Mixture of Asphalt Concrete Using Flyash for Runway Anwar Efendy; Ervina Ahyudanari
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 (827.63 KB) | DOI: 10.12962/j23373539.v8i2.49744

Abstract

There are some factors that cause deformation on the runway, such as the pressure of repeated loads caused by large queues of aircraft. The aggregate available in nature has begun to decrease in amount caused considering that infrastructure development in Indonesia continues to increase. Therefore, new material innovations are needed to overcome this, such as the use of flyash as an artificial aggregate of geopolymers in concrete asphalt mixtures. This research was carried out in some tests including Marshall testing which intended to determine the characteristics of artificial aggregate pavement mixtures, using open gradations with specification BBA. Then testing the resistance to deformation (Creep) on the artificial aggregate gradation pavement mixture using the UTM30 Dynapave. Based on the characteristics of the Marshall test the optimum bitumen content value was obtained, with open gradations has OBC value is 6.10%. Results of Creep test (deformation) with load 400 kPa obtained, strain value is 93520 μƐ and stiffness value is 3,998 MPa (sample collapse at cycle 1559 times). It can be concluded that the pavement mixture with open graded artificial aggregate (BBA) has not able to survive deformation.
Co-Authors -, Ibrahim - -, Mintasrihardi - Addinuri Addinuri Adryan Fitrayudha Agus Herianto Agustini Ernawati Ahmad Zarkasi Ahyudanari, Ervina Akhmad Syafruddin Amaelisa, Viara Amandari, Ringka Ninis Amelia, Dinda Risky Apriansyah, Safari Ari Ramadhan Hidayat Assuhaeli, L.M. Dian Aulia Muttaqin Aulia Muttaqin Azizah, Asma Balqis, Savana P. Burhanuddin Burhanuddin Chairil Anhar Cholid Zulfikan, Aan Erni Yustissiani Fariyadin, M. Ruslin Anwar, Indradi Wijatmiko, Adiman Feri Irawan Fikri, M. Ali Fitrayuda, Adryan Hafiz Hamdani Hamdani, Hafiz Haryadi, Febrian Ekasapta Heni Pujiastuti Heni Pujiastuti Hidayat, Ari R. Hidayat, Ari Ramadhan Idham Ilmi, M. Khalis Intan Novianti Irma Setiawan, Irma Isfanari Isfanari Joni Safaat Adiansyah Junaidi A.M Kamaluddin Kamaluddin Karnovati, Imam Khendy Marsa Duta Pratama M. Saleh M. Sidik M. Sobry Mahsup Mahsup Mas,ad, Mas,ad Muhammad Ali Muhammad Islamy Rusyda Muhammad Khalis Ilmi Muhammad Salahuddin Muhammad Saleh Murtadinata, Agista Novianti, Intan Nura Safitri Nurul Hidayati Nurul Hidayati Partono, Agus Pascanawati, Maya S. Pascanawati, Maya Saridewi Pratama, Khendy Marsa Duta Rajabi Mubarak Rukandani, Baiq Aisya Astika Rukayah Rukayah Salwa Silviana Samengasbumi, Ringgi P. Santika, Yuliana Sasmito Sasmito Sasmito, Sasmito Sintayana Muhardini Siti Hasanah Solly Aryza Sri Rejeki Suwahip Suwahip Swahip, Swahip Titik Wahyungingsih Titik Wahyuningsih Titik Wahyuningsih Ubaidillah, Aji Syailendra Wahyudi, Mudji winarti, dwi