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All Journal Inersia : Jurnal Teknik Sipil dan Arsitektur MEDIA KOMUNIKASI TEKNIK SIPIL Jurnal Teknik IJOG : Indonesian Journal on Geoscience Journal of Engineering and Technological Sciences Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) Teknisia Gravity : Jurnal Ilmiah Penelitian dan Pembelajaran Fisika Jurnal Teknik Sipil Teras Jurnal Potensi : Jurnal Sipil Politeknik Wikrama Parahita : Jurnal Pengabdian Masyarakat JTERA (Jurnal Teknologi Rekayasa) SIKLUS: Jurnal Teknik Sipil Jurnal Pendidikan Fisika dan Teknologi TAPAK (Teknologi Aplikasi Konstruksi) : Jurnal Program Studi Teknik Sipil RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi Inersia : Jurnal Teknik Sipil Indonesian Journal on Geoscience Indonesian Journal on Geoscience Journal Innovation of Civil Engineering (JICE) Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Journal of the Civil Engineering Forum Makara Journal of Technology Jurnal Ilmu dan Inovasi Fisika Edubiotik : Jurnal Pendidikan, Biologi dan Terapan Jurnal Geosaintek RADIAL: Jurnal Peradaban Sains, Rekayasa dan Teknologi
Lindung Zalbuin Mase, Lindung Zalbuin
Department Of Civil Engineering, University Of Bengkulu, Bengkulu,
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ANALISIS RESPON SEISMIK NONLINIER DI KABUPATEN BANTUL AKIBAT GEMPA BANTUL 2023 Endarina, Nurul Dwi; Mase, Lindung Zalbuin; Nurfikri, Muharram; Misliniyati, Rena; Hardiansyah, Hardiansyah
TAPAK [Teknologi Aplikasi Konstruksi] : Jurnal Program Studi Teknik Sipil Vol 15, No 2 (2026): Mei 2026
Publisher : Prodi Teknik Sipil Universitas Muhammadiyah Metro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24127/tp.v15i2.5182

Abstract

Kabupaten Bantul merupakan wilayah dengan tingkat kerentanan gempa yang tinggi akibat aktivitas tektonik zona subduksi di selatan Pulau Jawa, sehingga analisis respon seismik berbasis kondisi tanah lokal menjadi penting untuk mendukung perencanaan struktur tahan gempa. Penelitian ini bertujuan untuk menganalisis respon seismik nonlinier tanah akibat Gempa Bantul 2023 melalui parameter Peak Ground Acceleration (PGA), percepatan respon spektra, dan faktor amplifikasi. Metodologi penelitian menggunakan model atenuasi NGA-Subduction untuk menghasilkan percepatan spektral sebagai target spectral matching, yang selanjutnya digunakan sebagai input motion dalam analisis respon tanah satu dimensi nonlinier menggunakan perangkat lunak DeepSoil Versi 7. Data tanah diperoleh dari hasil Standard Penetration Test (SPT) pada empat titik penelitian, serta klasifikasi kelas situs ditentukan berdasarkan nilai Vs30. Hasil penelitian menunjukkan nilai Vs30 berkisar antara 259–412 m/s dengan dominasi kelas situs D dan satu titik kelas C, nilai PGA permukaan sebesar 0,047–0,063 g, serta faktor amplifikasi antara 0,91–1,25. Respon spektra di permukaan umumnya meningkat pada periode pendek dibandingkan input motion, namun masih berada di bawah spektra desain SNI 1726:2019. Penelitian ini menyimpulkan bahwa kondisi tanah lokal berperan signifikan dalam memodifikasi respon gempa dan berkontribusi dalam pengembangan analisis bahaya seismik berbasis lokasi spesifik
Zonasi Kerentanan Likuifaksi Berbasis Liquefaction Potential Index (LPI) di Kecamatan Seberang Musi, Kabupaten Kepahiang Qotrunnada, Mutia; Mase, Lindung Zalbuin; Supriani, Fepy; Azzahra, Raisya; Lubis, Aminah Rahmadhani; Misliniyati, Rena; Amri, Khairul
JIIF (Jurnal Ilmu dan Inovasi Fisika) Vol 10, No 2 (2026)
Publisher : Universitas Padjadjaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24198/jiif.v10i2.70698

Abstract

This study aims to evaluate and map earthquake-induced liquefaction potential in Kandang and Temdak Villages, Seberang Musi District, Kepahiang Regency. The analysis integrates geotechnical and seismic parameters, including peak ground acceleration, shear wave velocity, earthquake intensity, and soil vulnerability index. The results indicate that the study area is dominated by high ground acceleration and strong to very strong shaking intensity, which act as the main triggering factors of liquefaction. The evaluation of subsurface conditions shows that liquefaction potential mainly occurs in shallow layers composed of loose and saturated soils, while deeper layers tend to be more stable. The liquefaction potential index values vary significantly, ranging from low to very high across different locations. The highest value reaches 76.04, indicating very high liquefaction potential, while the lowest value is approximately 4.45, indicating lower potential. These findings suggest that the thickness and dominance of vulnerable layers at shallow to intermediate depths are the main factors controlling liquefaction potential. Overall, the applied approach provides a representative assessment for identifying liquefaction-prone zones and supports earthquake risk mitigation planning in the study area.
Co-Authors AGUS SUYONO Ahmad, Debby Ariansyah Amalia , Dewi Ambar Susanto, Ambar Andika Sahadewa Andri Krisnandi Somantri Andri Krisnandi Somantri, Andri Krisnandi Anggraini, Giovanny Dhebby Annisa Zahara Azzahra, Raisya Chaiyaput, Salisa Dewi Amalia Dhanty Kirana, Virgie Ega Yulita Sari, Ega Yulita Elvandani, Yogi Endarina, Nurul Dwi Ery Radya Juarti, Ery Radya Faisal Estu Yulianto, Faisal Estu FEPY SUPRIANI Fikri, Muhammad Haikal Gita Aprilia Gulo, Elrich Gratiawan WD Gusta Gunawan Hanipa, Rerisa Al Hardiansyah Hardiansyah Hardiansyah Hendriawan Hendriawan Hendriawan, Hendriawan Ibrahim, Zaky Majid Ivana, Nurdila Junasiq, M. Afra Kamal, Thomas Mustafa Khairul Amri Khairul Amri Krisologus, Yulianto Petrus Kusuma, Yusmiati Likitlersuang, Suched Lubis, Aminah Rahmadhani Masyhur Irsyam Misliniyati , Rena Misliniyati, Rena Misliniyati, Rena Muhammad Farid Nirvana, Aura Nurfikri, Muharram Pranata, Andhika Purwaningsih, Annisa Indah Putri, Melly Zuhadjar Qotrunnada, Mutia Refrizon Refrizon Rena Misliniyati Rena Misliniyati Rifqi, Fianco Fakhri Sahadewa, Andika Sanniyah, Salwa Siti Saputra, Ramadhani Niko Sihombing, Atmy Verani R. Suched Likitlersuang Supriani, Fepy Teuku Faisal Fathani Valetta, Fitria Leonni