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All Journal Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Oemiati, nurnilam
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Civil Engineering, Building, Construction & Architecture Engineering Transportation

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ANALISA DIMENSI SALURAN DRAINASE TERHADAP BANJIR YANG TERJADI DIWILAYAH KELURAHAN PAHLAWAN KECAMATAN KEMUNING PALEMBANG Bahri, Zainul; Oemiati, nurnilam
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 4, No 3 (2016): Vol.4 no.3 Juni 2016
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.719201643

Abstract

Kelurahan Pahlawan merupakan salah satu kelurahan yang terletak di Kecamatan Kemuning kota Palembang. Wilayah ini merupakan daerah yang memiliki dataran yang cukup rendah. Hal ini terlihat karena sering terjadinya banjir pada saat curah hujan yang cukup tinggi. Kelurahan Pahlawan memiliki luas daerah sebesar 158.00 Ha dengan 12.992 jumlah penduduk.Banjir yang terjadi merupakan banjir yang disebabkan karena meluapnya saluran yang berada di wilayah ini. Curah hujan yang tinggi dengan durasi yang cukup lama, akan membuat air yang seharusnya mengalir didalam saluran meluap hingga banjir di sekitar saluran, rumah penduduk, maupun jalan dengan tinggi mencapai 10-35 cm. Untuk mendapatkan debit banjir maksimum, dapat dilakukan analisa dimensi saluran dengan menghitung debit hujan maksimum, limbah penduduk dan data hidrolika (pengamatan langsung).Saluran ini merupakan saluran yang dialiri sungai Bayas dan bermuara ke sungai Bendung dengan ukuran dimensi saluran sebesar lebar saluran 3,6 meter, tinggi saluran 1,1 meter dan tinggi muka air 0,30 meter. Dari hasil perhitungan dapat diambil kesimpulan bahwa debit maksimum pada dimensi saluran yaitu 2,60m3/detik dapat menampung debit banjir maksimum 0,873 m3/detik. Jadi dimensi saluran ini masih memadai untuk mengaliri debit air hujan dan air rumah tangga. Untuk mengatasi banjir dapat dilakukan penggerukkan sedimen agar kapasitas saluran meningkat. Kata Kunci : Kelurahan Pahlawan, Banjir, Dimensi Saluran
EVALUASI RESPON STRUKTUR AKIBAT PENAMBAHAN LANTAI DENGAN METODE ANALISIS STATIK DAN DINAMIK RESPONSE SPECTRUM ( STUDI KASUS : PEMBANGUNAN GEDUNG FAKULTAS KEDOKTERAN UIGM ) Imaduddin, M.; Melani, Septa; Oemiati, Nurnilam; Setiawati, Mira
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 9, No 1 (2024): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.v9i1.8286

Abstract

In 2022, Indo Global Mandiri University (UIGM) will construct the Faculty of Medicine building. In the initial planning of the development project, the construction of a 6-storey building was carried out, but after the implementation process was carried out, 5 floors were proposed to add floors, where initially the building only had 6 floors, it was made into a 7-storey building.The purpose of this research is to determine the structural behavior of the UIGM Palembang medical faculty building due to the addition of floors, whether the building meets the safety requirements in accordance with the Indonesian National Standard (SNI) reference for planning the latest earthquake resistance due to the addition of an earthquake, which in this study used software assistance ETABS and Response Spectrum analysis.Results of evaluation of structural behavior due to the addition of floors with a building height of 32.5 m in safe conditions as required by SNI 1726-2019 All deviations between floors are said to be okay, which means the UIGM Faculty of Medicine Building has met safety requirements according to the Indonesian National Standard (SNI) reference . The P-Delta value for the 7-storey building in the x and y directions still meets the requirements of SNI 1726:2019, which is still below the P-Delta limit. The addition of a floor to the UIGM Faculty of Medicine Building is categorized as safe because the behavior of the building structure does not indicate an unsafe condition (Not OK)
PENGARUH PENAMBAHAN KAPUR TERHADAP KUAT TEKAN BEBAS PADA TANAH LEMPUNG Martini, RA Sri; Oemiati, Nurnilam; Agusri, Erny; Yendi, Yendi
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 9, No 2 (2024): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.v9i2.9059

Abstract

Clay soil subgrades have high pore water characteristics, which is a unique problem for civil structures such as buildings and road pavements. Lime contains compounds such as the element Calcium Oxide (CaO) of 79.43%. In reaction with clay minerals or other minerals, lime forms a strong calcium silicate gel that binds to soil particles. Different types of lime mixtures used are 0%, 12%, 15%, and 18% to soil weight with 28 days of soaking for four (4) days. From the two tests that have been carried out, namely soil compaction (Standard Proctor) and UCS (Unconfined Compression Streght) Soaked and Unsoaked, the optimum values obtained in soil compaction (Standard Proctor) and UCS (Unconfined Compression Streght) Soaked and Unsoaked are in the variation of soil addition + 18%. In the soil compaction test (Standard Proctor), the dry volume weight was 1.744 gr/cm3 and the optimum moisture content value was 16.03% and in UCS (Unconfined Compression Streght) Soaked the largest Qu value was 1.116 kg/cm2, and UCS (Unconfined Compression Streght) Unsoaked the largest Qu value was 2.714 kg/cm2.
Analisis Tingkat Kerusakan Struktur Pada Bangunan Gedung Sekolah Dasar Negeri Revisdah, Revisdah; Royan, Noto; Oemiati, Nurnilam; Jonizar, Jonizar
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 10, No 1 (2025): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.v10i1.9805

Abstract

School building is the main component of supporting teaching and learning and becomes one of the determining factors for improving the  quality of an educational institusional.The availability of facilities and infrastrctureis in important elemen as a support of  the  success of the education and teaching process in the school environment, so that proper maintenance and maintenance are needed in the use of the building, The research employed survey and interview methods. Based on the findings, five buildings were classified as lightly damaged: Building A of SDN 187, Building C of SDN 190, Building D of SDN 190, and two other Building Bs (school names not specified). One building, Building A of SDN 183, was found to be moderately damaged. Three buildings were classified as severely damaged: Building B of SDN 183, Building B of SDN 187, and a building at SDN 193. Of the total nine buildings assessed, the damage distribution was as follows: 56% lightly damaged, 11% moderately damaged, and 33% severely damaged. The total estimated repair cost for the five public elementary schools in Kalidoni District, Palembang City is Rp1,258,764,563.04 (one billion, two hundred fifty-eight million, seven hundred sixty-four thousand, five hundred sixty-three rupiah).
Co-Authors Agusri, Erny Imaduddin, M. jonizar, Jonizar Martini, RA Sri Melani, Septa Mira Setiawati Revisdah Revisdah, Revisdah Royan, Noto Yendi, Yendi Zainul Bahri