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Samsul Bahri
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Journal : Inersia : Jurnal Teknik Sipil

 1 
PENGARUH LIMBAH SERBUK BESI SEBAGAI PENGGANTI SEJUMLAH AGREGRAT HALUS TERHADAP CAMPURAN ASPAL SAMSUL BAHRI; DWI AGUST SUSILO IRAWAN
Inersia: Jurnal Teknik Sipil Vol 1, No 2 (2010)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33369/ijts.1.2.25-32

Abstract

The objective of this research examining  stability and flow value was to investigate the impact of the utility of iron fillings waste as a subtitute material for the number of suprisingly small aggregates in the mixture of asphalt. In this research, the portion of iron filings waste which given were 5 %, 10 % and 15 % of the heavy mixture smooth aggregates. The stability quantitative value was 2093 kg in 15 % iron filings contents. The higest flow quantitative value was 3,5  mm in 5 % iron filings contents. The result of characteristic validation Marshall on the number of subtituted smooth aggregates which used iron filings gave a standard coefficient specification BM.2005. So based on that, the iron fillings waste technically could be received as a subtitute material for the mixture of suprisingly small aggregates.
PERILAKU DAN KETAHANAN STRUKTUR RUMAH VERNAKULAR DESA GUNUNG ALAM LEBONG TERHADAP GEMPA BUMI Samsul Bahri; muhammad Fauzan Hanif; Mukhlis Islam; atik Prihatiningrum
Inersia: Jurnal Teknik Sipil Vol 14, No 1 (2022)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33369/ijts.14.1.1-10

Abstract

Lebong Regency is an earthquake-prone area in Bengkulu Province. This is because Lebong Regency is located adjacent to the Bukit Barisan Mountains which are included in the earthquake-prone zone and in the line of active faults. This research was conducted at Mr. Sonid’s vernacular house in Gunung Alam Village, Pelabai District, Lebong Regency to determine the behavior and the resistance of its structure.The behavior and resilience of the vernacular house structure against earthquakes is analyzed based on SNI 1726:2019. The analysis was carried out using SAP 2000 software to obtain the actual internal forces in the form of bending moment (M), shear force (V), and compressive force (P).The capacity of the wood structure was analyzed using the Load and Resistance Factor Design (LRFD) method which refers to SNI 7973:2013 to obtain adjusted moment capacity values (M'), adjusted compression capacity (P'), and adjusted shear capacity (V').The results of structural analysis of earthquakes produce the same actual internal forces in medium and soft soil conditions so that all structural elements of the vernacular house have the same structural behavior.Analysis of the capacity of the wooden structure results the adjusted internal forces of some structural elements which are smaller than the actual internal forces, so that the vernacular house structure is unable to withstand the forces that occur. However, based on the earthquake and its impact until this research was conducted, the condition of the vernacular house still stands strong without any damage to its structural elements.
EVALUASI KINERJA SALURAN IRIGASI DAN BANGUNAN DISTRIBUSI PADA DAERAH IRIGASI AIR NAKAI BATU ROTO BENGKULU UTARA Salsabillah Anisa putri; Besperi; Samsul Bahri; Razali Makmun Reza
Inersia: Jurnal Teknik Sipil Vol. 15 No. 1 (2023)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33369/ijts.15.1.65-76

Abstract

  This study intends to analyze the dimensions of the channel, subdivision, and tapping infrastructure. The mainstay discharge was analyzed using the Mock method, the analysis of irrigation water needs was based on Irrigation Planning Standard KP-01, and recalculation of the dimensions of the channel, building for, and tapping building based on the existing discharge and the planned discharge in accordance with Irrigation Planning Standard KP- 03. Rainfall data were analyzed using the algebraic average method. The findings indicated that the highest primary discharge, which occurred in November period I, was 9.21 m3/s. The highest amount of clean water needed in the fields per day (NFR) was 7.55 mm, while the maximum amount of water needed for intake per second (DR) was 1.34 l/sec. The bottom width of the channel (b) is 2.26 m according to the findings of recalculating the BNa 1 primary channel's dimensions using the current discharge. Na.2Ki.A secondary channel measured 0.48 meters for channel bottom width (b). The bottom width of the channel (b) was determined to be 0.601 m as a consequence of recalculating the BNa 1 primary channel's dimensions using the intended discharge. Na.2Ki.A secondary channel measured 0.44 meters for channel bottom width (b). The measurements of the width of the buildings door (b) after being recalculated and tapped based on the current discharge are larger than those of the door's existing dimensions. Keywords: Water Discharge, Irrigation Channels Area, Distribution Building
Co-Authors - Marzuki - Usman Afif Dwi Nugraha Afrida Handayani Agung Dwi Juniarsyah Agus Wahyuni Aliawan Saputra Anhar Rozi Annisa Fitria Edriani Anugrah, Sendy Mohamad asep achmad Asmar Asmar atik Prihatiningrum Baginda Patar Sitorus Besperi Besperi Besperi Budi Harsoyo Cut Maulida Rahmah Dadan Resmana Dini Islama DWI AGUST SUSILO IRAWAN Edi Rudi Ernawati Ernawati Evi Apriana, Evi Apriana Fahmi Hasan Fakhriza Fakhriza Faliqul Isbah Febby Khafilwara feny wijayanti Findy Renggono Florentinus Heru Widodo Halimatun Sakdiya Hamdani Hamdani Harun Arrasyid Sitorus Herman Hermanto Hermanto Husaini, Husaini Imam Safei Irianti Bahana Irma Dewiyanti isma nurunnisa Jamilah . Jon Arifian Judo Laksono Jufriadi Jufriadi Lindung Zalbuin Mase Mahally Kudsy Mahendra Mahendra Makmun R. Razali melsa lestari Melysha Trianshy Meriatna Milda Ernita Mimin Karmini Moch. Asmawi Mochamad Zakaria Muh. Shaleh Muhamad Fahmi Hasan muhammad Fauzan Hanif Muhammad Nasir Muhammad Ridwan Muhammad Zairin Yunior MUKHLIS ISLAM muslih mustofa Nazliah Nazliah Nely Murniati Nia Sri Ramania Novi Sylvia Nursim Nursim R Djoko Goenawan Raden Aswin Rahadian Radite Praeko Agus Setiawan rafly hermana Ramli Idris Razali Makmun Reza remifa berliana Rika Favoria Gusa Rino Bahtiar Yahya Rizka Nurlaila Ropi nuralim Rozanna Dewi Rubiah Rubiah Salsabillah Anisa putri Satyo Nuryanto Sayyid A. El Rahimi Sulhatun Sulhatun Sunu Tikno susi ayu selpiani Sutopo Purwo Nugroho Syarifah Rahmah Tommy Apriantono Tri Handoko Seto Tukiyat Tukiyat Untung Haryanto Viqqi Kurnianda Wasir Ibrahim Wawan Hermawan Yudanto Yudanto Yulianis Zella Alfinda Yusran Ibrahim Yusuf Adisasmita Zulfadhli Zulfadhli