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Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Published by Universitas Muhammadiyah Palembang
ISSN : 20856261     EISSN : 26231409     DOI : https://doi.org/10.32502/jbearing.v5i4
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Transportation
BEARING is a research journal and study in civil engineering that presents research results in the fields of building and structural engineering, transportation, water resources engineering and management, geotechnical engineering, infrastructure management, and environmental engineering.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 174 Documents
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STUDI PENGARUH VARIASI SUHU KALSINASI TERHADAP KANDUNGAN BATU KAPUR PARENGAN KABUPATEN TUBAN Santoso, Toni Budi; Ikhwan, M. Zainul; Al Zakina, Bella Luthfiani; Sujiat, Sujiat; Rendra, Mrabawani Insan; Zainuddin, Zainuddin
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.v9i2.9050

Abstract

The industrial and construction worlds utilize a lot of limestone from nature as a material. Easy utilization and abundant materials make limestone always attractive. Conventional processing is still a way to utilize limestone. In order to support more optimal utilization, laboratory-scale analysis is carried out. X-Ray Fluorescence (XRF) is an initial analysis to determine the limestone content. Calcination is carried out on limestone with the aim of changing its properties to be reactive with a planned calcination degree of 500?C. The original condition and conventional heating are used as samples as a comparison to the calcined limestone. The test results showed an increase in CaO content of 3% compared to the initial condition of the limestone, while SiO2 increased by 42%.
ANALISA KEBUTUHAN AIR IRIGASI SAWAH DESA MULYASARI KECAMATAN TANJUNG LAGO KABUPATEN BANYUASIN Jonizar, Jonizar; Revisdah, Revisdah; Royan, Noto; Al Fareza, Afifah Auliya
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.v9i2.9090

Abstract

Water is one of the most essential needs for human existence; without it, life as we know it would not exist. While the Earth has a vast supply of water, only a small portion is usable. This study explores the relationship between water needs, availability, and irrigation efficiency specifically in rice field irrigation. To assess the amount of water required for irrigation, the KP-01 irrigation concept manual is utilized, while the F.J. Mock Method determines the amount of available water. Both figures are used to analyze the relationship between water needs and availability. In Mulyasari Village, the rice field irrigation system employs a rice-rice planting pattern across an area of 82 hectares. During the first planting season, the average water availability is 0.046 m³/sec, while the average water requirement is 0.073 m³/sec. In the second planting season, the average water availability decreases to 0.039 m³/sec, while the average water requirement increases to 0.096 m³/sec. The results indicate that in both planting seasons, the water needs have not been met based on the relationship between irrigation water availability and requirements. Additionally, there is one channel, tertiary channel III, that has not met the required standards. It operates at 70.09%, which is below the necessary threshold of 80% for tertiary channels.
PENGARUH GAYA GEMPA TERHADAP BANGUNAN RUKO 2 LANTAI MENGGUNAKAN METODE STATIK EKUIVALEN Irawan, Teddy; Anggrainy, Rita; Agustini, Marice
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.v9i2.9091

Abstract

Earthquakes are vibrations that occur due to the meeting of continental plates (tectonics). Earthquake planning is carried out to ensure safety in the aspects of strength, serviceability and durability of a building. The loads on the building are divided into fixed loads and environmental loads. This research focuses on structural analysis by comparing the results of the earthquake load analysis that was input into the structure of the 2-story shophouse. As reinforcement is 560-317-181 mm2 top reinforcement and 366-228-360 mm2 bottom reinforcement for buildings without earthquake loads. Meanwhile, the results of As reinforcement are 751-395-241 mm2 for top reinforcement and 410-299-418 mm2 for bottom reinforcement. The increase in As reinforcement occurs due to the earthquake load and the influence of the magnitude of the earthquake load.
PENGGUNAAN MATERIAL RAMAH LINGKUNGAN PADA BANGUNAN HIJAU: PERUMAHAN TAMAN ANGGREK Rifkah, Rifkah
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.v9i2.9033

Abstract

This study examines the use of environmentally friendly materials in green buildings, focusing on Taman Anggrek housing as a case study. Construction is a major contributor to carbon emissions, with significant impacts from material production, energy use, and waste generation. The green building concept emerges as a solution to reduce environmental impacts, emphasizing eco-friendly materials, energy efficiency, water management, and waste reduction. This research assesses the implementation of green building standards, particularly in the selection of materials such as locally sourced concrete and certified environmentally friendly cement, in line with Permen PUPR No. 21/2021. Using case studies and literature analysis, the study evaluates material choices and their sustainability impacts. Findings suggest that local sourcing and certified materials contribute to reducing the carbon footprint and enhancing long-term sustainability in subsidized housing. Challenges remain in fully aligning with sustainable practices, particularly in the use of renewable materials. The study underscores the role of eco-friendly materials in achieving sustainable green housing in developing countries.
Pengembangan Grafik Rancang Awal Fondasi Tiang untuk Struktur Overland Conveyor: Pendekatan Praktis Berbasis Data Geoteknik Laksita, Aisya Galuh; Darmawan, Angga
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.v10i1.9704

Abstract

Overland Conveyors (OLC) are widely recognized as a reliable and energy-efficient solution for bulk material transport in modern mining operations. However, their structural integrity is highly dependent on a foundation system capable of safely resisting axial, tensile, and lateral loads—especially when constructed across diverse and challenging subsoil conditions. This study presents a geotechnical-based analytical approach to estimate the single-pile capacity of bored and driven piles along the proposed OLC alignment in East Kalimantan, Indonesia. Subsurface investigations from 23 boreholes, comprising SPT and CPT data, were used to evaluate bearing capacity for pile diameters ranging from 0.3 to 1.0 meters and depths up to 50 meters. Load demands were assumed based on preliminary structural considerations: 2000 kN axial load and 280 kN lateral load per foundation unit. The analysis incorporates empirical methods for axial and uplift capacity, adjusted for dominant soil types, while lateral capacity was assessed using Broms’ method. Results are visualized through a set of design-friendly graphs, enabling rapid configuration assessment (single or grouped piles) without the need for finalized structural loads. These graphs serve as a practical tool for early-stage design exploration, helping engineers balance safety, constructability, and cost. Ultimately, this research offers not only a systematic method for selecting efficient pile configurations under variable geotechnical profiles, but also reinforces the importance of field data-driven foundation planning for resilient and cost-effective OLC infrastructure.
Analisis Penanganan Longsoran dengan Bronjong Anderson, Ganda; Saggaf, Anis; Dewi, Ratna
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.v10i1.9924

Abstract

In this study will discuss the analysis of avalanche handling in the area of river bends with gabions, Application of avalanche handling with gabions, rock material around the location will be utilized to the maximum, Because the location of the landslide is in lahat Regency near the border of Pagaralam City, In analyzing the gabion against the rolling moment and shear force, it will get a recommendation for the optimal dimensions of the gabion to increase soil stability, These results will later become a reference for planning avalanche handling in areas that have abundant sources of rock material.
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).
Analisis Perbandingan RAB dengan Metode SNI 2008 dan AHSP 2022, Studi Kasus : Proyek Ruko di Jl. KR. Rojali, Desa Merah Mata, Lr Belitung, Prajen, Banyuasin I, Banyuasin – Sumatera Selatan Ridho, M. Effrian; Rachman, Delli Noviarti; Setiawati, Mira
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.v10i1.9923

Abstract

Before the construction project begins, a financing method is needed to estimate the value of the project. This study uses two RAB methods, namely the SNI 2008 method and the AHSP 2022 method. This study uses the construction of a shophouse on Jl. KR. Rojali, Merah Mata Village, Lr. Belitung, Prajen Banyuasin I, Banyuasin – South Sumatra. The calculation results concluded that using the SNI 2008 method yielded a project construction value of IDR 758,355,000, while the cost estimate using the AHSP 2022 method was IDR 681,878,000. The difference in estimated values between the SNI 2008 method and the AHSP 2022 method shows that the SNI 2008 method is 10% more expensive than the AHSP 2022 method.
Kuat Tekan Bebas Tanah Lempung Terhadap Penambahan Kapur dan Abu Sekam Padi Kurniawan, Reffanda; Adiguna, Adiguna; Sahadi, Wiran; Setiobudi, Agus
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.v10i1.9629

Abstract

Clay soil often becomes a problem for buildings that stand on it. In this regard, various efforts have been made to treat soil with these properties, one of which is by using CaCO3 lime and rice husk ash. One alternative used to improve soil quality is stabilization.The aim objective this study is to use clay soil stabilization techniques. a mixture of CaCO3 lime and rice husk ash with variations of 8%, 10% and 12%, and a curing period of 7, 14 and 28 days. The land used in this research came from Village Maju Jaya, District Pemulutan Selatan, Ogan Ilir. To ascertain the soil's physical characteristics, tests were carried out on a mixture of CaCO3 lime and rice husk ash. These tests include sieve analysis, water content, specific gravity, atterberg limit, modified proctor, hydrometer, and unconfined compressive strength test. The test results show that a mixture of CaCO3 and chalk variations can enhance the soil's mechanical qualities. Each variation tested shows an increase in test value, as seen in the graph. With a 28-day period and a variance of 12%, the highest value obtained was 2.161.
Pengaruh Penambahan Soil Stabilizer Sebagai Bahan Stabilitas Tanah Lempung dengan Pengujian Standard Proctor dan Unconfined Compressive Test Martini, R.A. Sri; Hartini, Hartini; Agusri, Erny; Natasya, Travela Virnanda; Khanza, Ayu Kamila
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.v10i1.9869

Abstract

The clay soil used in this study came from Tebing Kawat Village, Talang Ubi District, Pali Regency, South Sumatra Province. The soil sample used was disturbed soil. Soil Stabilizer was used as a mixture to increase the bearing capacity of the soil with a mixture variation of 0%, 6%, 12%, and 18% with a curing time of 0, 7, 14 days in the compaction test (standard proctor) and unconfined compressive strength (unconfined compressive test). Soil property index tests include water content (w), specific gravity (Gs), liquid limit (LL), plastic limit (PL), sieve analysis soil volume weight test mechanical tests include compaction tests (standard proctor) and unconfined compressive strength tests (unconfined compressive test). From the test results obtained the value of the original soil water content of 37.87% the value of the water content after being given a mixture of 28.71%, 19.865%, 13.66%, the specific gravity of the original soil 2.59, the specific gravity after being given a mixture of 2.62, 2.67, 2.74, the liquid limit of the original soil was obtained 48.89 after being given a mixture to 46.67, 43.49, 39.06, while the plastic limit test of the original soil 38.83 given a mixture decreased 32.72, 26.12, 17.84. The results of the sieve analysis of the percentage passing sieve No. 200 with the addition of soil stabilizer made the soil condition granural while the saturation and porosity values were 111.60% and 42.90%, meanwhile the results of the maximum dry volume weight compaction test at 14 days of curing time were 1.452 with a mixture of 18% and the optimum water content decreased by 37.53% to 27.53% with a mixture of 18%, the qu value was 1.9425 and cu was 0.97125 at a mixture of 18%.

Page 16 of 18 | Total Record : 174

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