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All Journal Jurnal Pensil : Pendidikan Teknik Sipil Jurnal Teknika CRANE: Civil Engineering Research Journal Jurnal Pengabdian Masyarakat Konstruksi
Muharram Nur Fikri
Universitas Bengkulu
Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Education Electrical & Electronics Engineering Engineering Transportation Other

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ANALISIS PENGARUH PENAMPANG FONDASI TERHADAP DAYA DUKUNG DAN PENURUNAN FONDASI TIANG PANCANG BANGUNAN SCADA Raihanah Naura Jinan; Rena Misliniyati; Khairul Amri; Muharram Nur Fikri; Fepy Supriani
Jurnal Pensil : Pendidikan Teknik Sipil Vol. 14 No. 3 (2025): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v14i3.59178

Abstract

Bengkulu is an area with the potential risk of the Mentawai Pagai Megathrust subduction earthquake; it is necessary to evaluate the bearing capacity and foundation settlement of the building. This study aims to analyse the influence of variations in dimensions and cross-sectional shapes on the bearing capacity and foundation settlement of the Scada building using the Poulos and Davis method, the Reese and Wright method, the Luciano Decourt method, and the finite element method. Based on the results of the Standard Penetration Test (SPT), the influence of variations in shape, namely square and circular, with dimensions of 300 mm, 400 mm, and 500 mm, as well as depths of 7m, 9m, 11m, and 13m, affects the bearing capacity and foundation settlement. The analysis was conducted by comparing the bearing capacity and settlement of pile foundations in the Scada building using various methods. The analysis results show that the bearing capacity, deflection magnitude, and smallest settlement are below the permitted settlement limit, i.e., less than 10% of the foundation dimensions. The comparison between static and numerical methods, or the Bearing Capacity Ratio (BCR) approaching 1, is more efficient and safer to use. In this analysis, the BCR value closest to 1 was obtained for a 500 mm foundation using the Reese and Wright method at a depth of 9 m, yielding a bearing capacity of 312.04 tonnes for a single pile and 207.69 tonnes for a pile group.
Sosialisasi Mitigasi Gempa dan Tsunami bagi Masyarakat Desa Sido Urip, Kabupaten Bengkulu Utara Lindung Zalbuin Mase; Muharram Nur Fikri; Aidil Fitriansyah
Jurnal Pengabdian Masyarakat Konstruksi Vol 4 No 1 (2026): Majjama - Jurnal Pengabdian Masyarakat Konstruksi
Publisher : PSTS FT UIM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.63877/jpmk.v4i1.265

Abstract

Provinsi Bengkulu berada pada zona subduksi Sumatra yang aktif secara seismik, sehingga masyarakatnya rentan terhadap ancaman gempa bumi dan tsunami. Masyarakat Desa Sido Urip, Kecamatan Arma Jaya, Kabupaten Bengkulu Utara, masih memiliki keterbatasan pemahaman mengenai mekanisme gempa, potensi tsunami, dan langkah mitigasi sederhana. Kegiatan pengabdian ini bertujuan meningkatkan pengetahuan dasar dan kesadaran mitigasi bencana melalui sosialisasi tatap muka dan diskusi interaktif. Metode pelaksanaan meliputi penyampaian materi berbasis kajian seismotektonik Bengkulu, penyuluhan di balai desa, sesi tanya jawab, serta evaluasi kualitatif melalui observasi partisipasi peserta. Kegiatan dilaksanakan pada 14 Juli 2025 dengan melibatkan 40 peserta dari kalangan perangkat desa, masyarakat umum, dan mahasiswa KKN. Hasil menunjukkan antusiasme tinggi yang tercermin dari banyaknya pertanyaan kontekstual dan komitmen peserta untuk menyebarluaskan informasi kepada keluarga dan tetangga. Kegiatan ini mengindikasikan bahwa sosialisasi berbasis dialog efektif sebagai langkah awal pembentukan budaya sadar bencana di tingkat desa, meskipun pengukuran kuantitatif dan program lanjutan yang lebih sistematis masih diperlukan.
ANALISIS TINGKAT KERUSAKAN BANGUNAN SMPN 5 CURUP MENGGUNAKAN PEMBOBOTAN KEMENDIKBUD 2022 Naila Aura Bidayah Taufik; Fepy Supriani; Muharram Nur Fikri; Aidil Fitriansyah; Agustin Gunawan
CRANE: Civil Engineering Research Journal Vol 7 No 2 (2026): CRANE - OKTOBER
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Ilmu Komputer, Universitas Komputer Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34010/crane.v7i2.20141

Abstract

School buildings are essential facilities that support the quality of education. As buildings age and are subjected to environmental influences, building components may suffer damage that could potentially compromise safety, comfort and functionality. An analysis was carried out on seven buildings at SMPN 5 Curup, Rejang Lebong Regency, to determine the extent of damage requiring maintenance based on the severity of the damage. The analysis was carried out using a quantity-based approach, with damage levels weighted according to the results of visual inspections of the building components. Weights were assigned to each structural and architectural element in accordance with the Ministry of Education and Culture’s 2022 guidelines, based on Ministry of Public Works Regulation No. 24/PRT/M/2008. The resulting damage percentages determined the priority for renovating the buildings at SMPN 5 Curup, Rejang Lebong Regency. The analysis results indicate that the level of building damage varies. Buildings 1 and 7 fall into the severely damaged category with damage percentages of 73.17% and 50.08% respectively, thus requiring revitalisation. Building 2 falls into the moderately damaged category with a damage percentage of 30.13%, whilst Buildings 3–6 are classified as slightly damaged with damage percentages ranging from 16.54% to 24.32%. The dominant damage was found in the walls, ceilings and window frames. These findings indicate that some schools still require attention from local authorities to improve the quality of local education.
Evaluasi Bahaya Gempa Bumi Berdasarkan Respons Situs di Kabupaten Kepahiang, Provinsi Bengkulu Akhlisa Rizqieta Puteri; Lindung Zalbuin Mase; Khairul Amri; Rena Misliniyati; Muharram Nur Fikri
Jurnal Teknika Vol 18 No 2 (2026): SEPTEMBER
Publisher : Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/jt.v18i2.1656

Abstract

Kabupaten Kepahiang yang terletak di Provinsi Bengkulu merupakan salah satu daerah yang memiliki risiko gempa tinggi akibat pertemuan Lempeng Indo-Australia dan Eurasia. Kondisi ini membuat Kepahiang rawan mengalami guncangan kuat yang dapat memengaruhi respons tanah dan struktur bangunan. Penelitian ini dilakukan untuk menganalisis respons tanah akibat propagasi gelombang gempa di tiga lokasi, yaitu Kecamatan Merigi (SP-1), Seberang Musi (SP-2), dan Bermani Ilir (SP-3). Parameter yang dikaji meliputi percepatan tanah maksimum (PGA), respons spektra dan sejarah waktu percepatan, faktor amplifikasi, serta estimasi intensitas kerusakan akibat gempa berdasarkan skala Modified Mercalli Intesity (MMI). Nilai PGA permukaan yang dihasilkan berkisar 0,20g-0,86g, di mana SP-1 dan SP-3 dikategorikan dalam risiko gempa sangat tinggi, sedangkan SP-2 dikategorikan dalam risiko sedang. Percepatan spektra pada SP-1 dan SP-3 secara umum melampaui desain spektra SNI 1726:2019, terutama pada periode 0,14 hingga 0,50 detik yang berkaitan dengan bangunan berlantai rendah hingga menengah. Pada titik SP-1 dan SP-3 terjadi amplifikasi dengan nilai masing-masing 1,00 dan 1,11, sedangkan pada SP-2 terjadi deamplifikasi sebesar 0,36. Estimasi intensitas gempa berada pada skala MMI VIII dan X, yang menunjukkan tingkat kerusakan sedang hingga parah. Hasil penelitian ini diharapkan dapat menjadi dasar perencanaan mitigasi risiko  gempa dan pembaruan desain gempa di Kabupaten Kepahiang.
Co-Authors Agustin Gunawan Aidil Fitriansyah Akhlisa Rizqieta Puteri Fepy Supriani Khairul Amri Lindung Zalbuin Mase Naila Aura Bidayah Taufik Raihanah Naura Jinan Rena Misliniyati