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All Journal Civil Engineering Forum Teknik Sipil Inersia : Jurnal Teknik Sipil dan Arsitektur MEDIA KOMUNIKASI TEKNIK SIPIL REKA RACANA Jurnal Teknik Sipil IJOG : Indonesian Journal on Geoscience Jurnal Ketahanan Nasional Journal of Degraded and Mining Lands Management Journal of the Civil Engineering Forum Civil Engineering Dimension Rang Teknik Journal JUTEKS - Jurnal Teknik Sipil Jurnal Rekayasa Sipil Borneo Engineering: Jurnal Teknik Sipil Jurnal Tekno Global Journal of Multidisciplinary Applied Natural Science Journal of Applied Geology Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Journal of the Civil Engineering Forum Jurnal Teknik Sipil Institut Teknologi Padang Contemporary Education and Community Engagement
Teuku Faisal Fathani
Department Of Civil And Environmental Engineering, Univsersitas Gadjah Mada, Indonesia
Religion Agriculture, Biological Sciences & Forestry Humanities Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Earth & Planetary Sciences Education Electrical & Electronics Engineering Energy Engineering Environmental Science Immunology & microbiology Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Mathematics Physics Transportation Other

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Journal : civil engineering dimension

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The Using of GIS to Delineate the Liquefaction Susceptibility Zones at Yogyakarta International Airport Nicholas Hartono; Teuku Faisal Fathani
Civil Engineering Dimension Vol. 24 No. 1 (2022): MARCH 2022
Publisher : Institute of Research and Community Outreach - Petra Christian University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (876.579 KB) | DOI: 10.9744/ced.24.1.62-70

Abstract

Spatial analysis is performed to delineate liquefaction susceptibility zones at Yogyakarta International Airport(YIA). The low to medium cohesionless soil consistency is predominantly observed on the upper subsoil. A shallow groundwater level and low fines content have also enlarged the likelihood of earthquake-induced liquefaction. An SPT based liquefaction triggering procedure is adopted in this study to indicate the Factor of Safety (FoS) whereas the Liquefaction Severity Index (LSI) is used to measure the severity of liquefaction by presuming its manifestation. Inverse Distance Weighted (IDW) interpolation in QGIS is chosen to produce a map with 50 m × 50 m grid size. The analysis results show the YIA’s area is prone to undergo liquefaction at various depths. However, thin liquefied layers may not generate sufficient artesian flow pressure to eject water or sand. The LSI analysis concludes that YIA area is categorized as a non-liquefied to moderate severity where the West side is the governing area
Numerical Investigation of Seismic Responses of Fault-Crossing Segmental Water Conveyance Tunnel Ridhwan Afnan Primadika; Teuku Faisal Fathani; Fikri Faris
Civil Engineering Dimension Vol. 28 No. 2 (2026): SEPTEMBER 2026
Publisher : Institute of Research and Community Outreach - Petra Christian University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.9744/ced.28.2.145-158

Abstract

Tunnels are important infrastructures, but faults and internal water pressure can reduce their seismic performance. These risks are relevant in seismic regions including Indonesia. Although finite element methods are used to analyze tunnel behavior, models with continuous linings overestimate stresses, while the influence of segmental joints remains underexplored. This study investigates the seismic response of the Bener Dam diversion tunnel, Central Java, Indonesia, which crosses an inactive fault and uses segmental lining, using nonlinear time-history finite element analysis. Three scenarios were analyzed: presence versus absence of a fault, empty versus water-filled conditions, and continuous versus jointed linings. The results indicated that fault-crossing tunnels are most vulnerable to horizontal slip, especially under pulse-like earthquakes, with strains concentrated near faults. Water minimally affects deformation but increases internal stress, while segmental joints elevate peak strain yet localize damage. These findings highlighted the need to consider fault, water, and joint effects in seismic tunnel design.
Co-Authors Agus Darmawan Adi Agus Darmawan Adi Ahmad Rifa’I Amalina, Anisa Nur Anh Bui, Tuan Arifin, Muhammad Luqman Nur Rouf Budi Nugroho, Arief Setiawan Danang Kurniawan Dimas Hastama Nugraha, Dimas Hastama Doni Prakasa Eka Putra Dwikorita Karnawati Erzagian, Egy Faris, Fikri Farma Dyva Ferardi Ferardi, Farma Dyva Fikri Faris, Fikri Galeh Nur Indriatno Putra Pratama Galuh Chrismaningwang Hadyyuwono, Lathief Viana Saryhaque Hary Christady H. Hary Christady Hardiyatmo, Hary Christady Henricus Priyosulistyo, Henricus Hidayat, Mochammad Syidik Himawan Wibisono Ign. Sudarno Kiyono, Junji Kuswari, Sari Kyaw, Zaw Lin Lindung Zalbuin Mase, Lindung Zalbuin Luthfi Effendi Maris Setyo Nugroho Minmahddun, Anafi Mochammad Syidik Hidayat Muflih, Ghufron Zaida Muhamad Agung Rahman Muhammad Farid Nicholas Hartono Octaviarini, Ika Sakti Pramaditya, Avantio Pratama, Gumbert Maylda Prianugroho, Naseem Agung Rahman, Muhamad Agung Ranto Parlindungan R. Ridhwan Afnan Primadika Rifa'i, Ahmad Ruslanjari , Dina Salaamah, Ainul Fatayaatis Salahuddin Husein Slamet Widodo Slamet Widodo Subagyo Pramumijoyo, Subagyo Tandirerung, Restu Teuku Mukhlis umi barokah Veithzal Rivai Zainal Wahyu Wilopo Wisnu Rachmad Prihadi Yoga Setiawan, Yoga Yogha Caniggia Yudhistira, Angga Trisna Zuhdi, Rasyid