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Misliniyati, Rena
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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
ANALISIS PENURUNAN TANAH LUNAK TERHADAP PERKERASAN JALAN KAKU MENGGUNAKAN METODE ELEMEN HINGGA (Studi Kasus: Jalan Srijaya Raya, Kota Palembang) Fadhilah, Nurul; Mase, Lindung Zalbuin; Hardiansyah, Hardiansyah; Misliniyati, Rena; Amri, Khairul
Matriks Teknik Sipil Vol 13, No 1 (2025): Juni
Publisher : Program Studi Teknik Sipil FT UNS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20961/mateksi.v13i1.102203

Abstract

Rigid pavement is a commonly used pavement in soft subgrade conditions because it can anticipate soil subsidence in the transverse and longitudinal directions of the roadway as a result of uneven load distribution due to inhomogeneous soil. Road pavement that is passed by excessive loads will cause the road to experience soil subsidence which will also affect the soil layer below so that research on the problem is needed. This research uses the finite element method which aims to determine the vertical settlement of soil (Uy), the maximum settlement of 3650 days, and the safety factor (Msf) that occurs in soft soil layers against rigid pavement on Srijaya Raya road, Palembang City. The soil characteristics on Srijaya Raya Road are dominated by clay soil with low to medium plasticity which is dominantly soft so that it can cause significant road damage if maintenance is not carried out. Based on the research, it was found that the maximum subsidence value of the distributed load was at STA 0 + 806 at point BH-02 located at the Air Waru Bridge towards Indralaya, which was -0.04847 m with a safety factor of 1.650 and the maximum subsidence for 3650 days was at STA 2 + 103 at point BH-04 located at the Air Kenanga Bridge towards Palembang of -0.539 m.Keywords: finite element method; rigid pavement; safety factor; settlement.
Co-Authors Amrina, Elita Anggraini, Giovanny Dhebby Aprisella, Rhienta Aqilah, Hauranda ‎Hardiansyah, Hardiansyah Berto Usman, Berto Chaiyaput, Salisa Dedi Setiawan Dhanty Kirana, Virgie Ega Yulita Sari, Ega Yulita Endarina, Nurul Dwi Fahrezi, Zhehan Fikri, Muhammad Haikal Fikri, Muharram Nur Fiona, Febzi Gita Aprilia Gusta Gunawan Hanipa, Rerisa Al Hardiansyah Hardiansyah Hardiansyah Ibrahim, Zaky Majid Ibtisamah, Athiyyah Meisu Ivana, Nurdila Junasiq, M. Afra Kamal, Thomas Mustafa Khairul Amri Lindung Zalbuin Mase, Lindung Zalbuin Nirvana, Aura Nurfikri, Muharram Nurul Fadhilah patrianusa, Iqbal peri, Bes Pranata, Andhika Priani, Anggela Agus Purwaningsih, Annisa Indah Putri, Melly Zuhadjar Refrizon Refrizon Supriani, Fepy Trie Saputra, Iqbal Kurnia Valetta, Fitria Leonni