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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 184 Documents
 15   16   17   18   19 
Pengaruh Letak Bracing Pada Menara Air 5000 Liter Terhadap P-Delta Anggrainy, Rita; Irawan, Teddy; Zulfiati, Ria
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 10, No 2 (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.v10i2.10547

Abstract

An unstable structure will undergo significantly greater deformation under loading compared to a stable structure. To enhance stability, one common method is the incorporation of a bracing system (structural reinforcement elements). Bracing helps resist vertical loads such as gravity, as well as horizontal or lateral forces such as earthquake loads, thereby reducing the potential for excessive vibration or sway in the building. The water tower, which functions as a storage structure, was analyzed using three bracing configuration models through structural analysis. The P-Delta effect in Model Type 1 reached 1.74 mm, while the minimum value was observed in Model Type 2 at 0.83 mm. In contrast, Model Type 3 showed a non-optimal P-Delta value of 1.52 mm. These variations occurred due to the influence of the different bracing arrangements. Model Type 2 demonstrated the most optimal P-Delta performance among the three configurations.
Penanganan Longsor dan Rencana Anggaran Biaya dengan Bronjong di Dusun Samondung Kecamatan Lenteng Sumenep Firatama, Aditya Dandy; Putra, Efendi Pratama; Ishaq, Ishaq; Wardi, Ahmad Helmi Zaki; Hisam, Moh. Abqariyyin
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 10, No 2 (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.v10i2.10543

Abstract

The river in Samondung Hamlet, Lenteng Subdistrict, Sumenep District is one of the rivers that often occurs landslides on the cliffs.  It occurs because of the erosion of water against the river cliff, resulting in damage and causing landslides. Determining the gabion dimensions and Budget Plan Cost (RAB) in Samondung Hamlet Lenteng District Sumenep was the aim of this study. SNI 03-0090-1999 is used in the gabion dimension planning method, and the AHSP Sumenep District in 2024 is used to calculate the Budget Plan Cost (RAB) in this study. The study's findings revealed a dimensional plan of gabions used in the river in Samondung hamlet Lenteng District Sumenep Regency. These gabions are type D, measuring 2 x 1 x 0,5, with a capacity of 1 m³, holes measuring 80 mm by 100 mm, three windings, tensile strength of 41 kg/m², and a weight of 15,5 kg per sheet. Budget Plan Cost (RAB) of cliff reinforcement design from STA 0+000 to STA 0+150 amounted to Rp. 92.332.226,00 inc. PPN 11%.
Analisa Imbangan Air Irigasi di Lahan Persawahan Kecamatan Metro Timur Kota Metro Martini, RA. Sri; Revisdah, Revisdah; Agusri, Erny; Jonizar, Jonizar; Fatturrohman, Fatturrohman
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 10, No 2 (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.v10i2.10580

Abstract

East Metro District is one of the regions in Metro City where the majority of residents depend on farming for their livelihood. A significant challenge faced by farmers in this area is the lack of sufficient water for rice field irrigation. This study utilizes two methods: the KP-01 manual technique to estimate irrigation water demand and the FJ Mock method to assess water availability. After both values were calculated, a comparison was made to evaluate the balance between water demand and supply. The findings revealed that during Planting Period I, the average irrigation water demand was 0.41 m³/sec, while the available water was only 0.12 m³/sec. In Planting Period II, the average water requirement increased to 0.40 m³/sec, with water availability at 0.08 m³/sec. During Planting Period III, the irrigation demand averaged 0.20 m³/sec, while the available water was only 0.06 m³/sec.
Kajian Penerapan Teknologi Cerdas dalam Sistem Multi-Lane Free Flow (MLFF) Pada Jalan Toll Trans Sumatera Winanti, Lisa Ayu; Fitriani, Heni
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 10, No 2 (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.v10i2.10548

Abstract

Queues at toll gates remain a major problem on highways. This often causes congestion when approaching the toll gates, as the number of incoming vehicles exceeds the existing service capacity. The Indonesian government will implement a Multi-Lane Free Flow (MLFF) system as a solution so that toll road users do not need to stop their vehicles when making toll payments. However, the government needs to further investigate the problems that may arise from eliminating queues, such as changes in traffic characteristics and vehicle arrival times at major toll road intersections. This study examines the implementation plan and attempts to identify potential problems when MLFF is implemented. It also examines how to maintain these positive impacts so that the toll road can meet minimum service standards. This study uses forecasting or time series methods for traffic occurrences, taking into account service times, queuing systems, and gate capacity. This study also considers the project's financial feasibility based on toll revenues and a cost-benefit analysis of the toll road. Based on the results of this study, it can be concluded that the implementation of the MLFF system at the Keramasan toll gate is feasible from a physical and financial perspective. However, in the transition process, good socialization is needed from the government and toll road investors, as well as public acceptance of the MLFF system or this new payment transaction.
Karakteristik Kuat Geser Tanah Gambut Teluk Gelam Siti Muslikah; Ahmad Hasan Afrizal; Hermawati Hermawati; Yosieguspa Yosieguspa; Sri Yulianti; M. Rafiq Wahiputra
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 11, No 1 (2026): 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.v11i1.11019

Abstract

Peat soil is formed from material origin comprising the rest of tehe dead plants and surrounded by state of the environment is always submerged in water. Peat soils have less favorable technical properties that have a high enough water content, low shear strength and behavior peat soils very in each location. This causes challenges for thecivil engineering for the devolopment of infrastructure. This testing is done in laboratory soil mechanics sriwijaya university to determine shear strength parameters peat soil Teluk Gelam located in the district Ogan Komering Ilir. Testing results on peat soil Teluk Gelam, Ogan Komering Ilir district can be classified as peat soil with a high water contentamounted to 721,556 %, with moderate or ash content (medium ash peat) between 5-15%, and contain fiber content< 20% included in the category of Amorphous peat. Cohesion value (C) obtained “7 kN/m2 as well as the angle of the sliding (?) : 1,01°. Shear strength value (?) on peat soil Teluk Gelam has a low shear strenght is 10,8925 kN/m2.
Keefektifan Penggunaan Shear Wall Pada Menara Air Kapasitas 10000 Liter Teddy Irawan; Amelia Rajela; Rita Anggrainy
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 11, No 1 (2026): 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.v11i1.11121

Abstract

In multi-story buildings, the ability to resist lateral forces is very important because the higher the structure, the greater the impact of earthquakes on its stability. To increase the stiffness of the structure, shear walls are used as a lateral force resisting system. Type 1 model is a structure without shear walls, so the load is only supported by columns and beams. Type 2 uses one shear wall on one side of the building, while Type 3 uses two shear walls on both sides of the building. The analysis results show that the largest P-Delta value occurs in Type 1 at 1.635 mm, whereas Type 2 decreases to 0.00056 mm, and Type 3 reaches 0.0001 mm. This indicates that the use of shear walls can reduce lateral deformation and improve the stability of water tower structures.
Pengaruh Penambahan Serat Polypropylene Sebagai Bahan Tambah Pada Beton Alir Idhoh Nur Muhammad; Nurul Rochmah
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 11, No 1 (2026): 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.v11i1.11074

Abstract

Flowing concrete is a modern concrete material that is able to flow and compact independently without the aid of a vibrator, making it suitable for use in structural elements with solid reinforcement or complex shapes. Despite having a high level of workability, flowable concrete still requires adequate mechanical strength. This study aims to encourage the effect of the addition of polypropylene fiber on the slump flow value and compressive strength of flowable concrete. The fiber variations used were 0%, 0.1%, 0.2%, 0.3%, and 0.4% of the cement weight, with the addition of 1.5% superplasticizer. The research method was carried out experimentally in the laboratory through the manufacture of cylindrical test specimens, slump flow testing on fresh concrete, and compressive strength testing when the concrete reached the age of 28 days. The test results showed that increasing the polypropylene fiber content caused the slump flow value to decrease gradually, from 55.75 cm in the mixture without fiber to 52.25 mm in the 0.4% variation, but all mixtures were still classified as meeting the requirements for flowable concrete. On the other hand, the compressive strength experienced a significant increase with increasing fiber content, from 11.65 MPa to 38.28 MPa at the highest variation. This condition indicates that polypropylene fiber is able to inhibit micro-reformation, strengthen the bond between the constituent materials, and improve the mechanical performance of concrete. Based on the results of the study, the addition of 0.4% fiber is the most optimal composition because it provides the highest compressive strength with flowability that still meets standards. Therefore, polypropylene fiber has the potential to be used as an additive to improve the quality of flowable concrete.
Analisis Karakteristik Parkir Terhadap Kebutuhan Ruang Parkir Di Jalan Merdeka Kota Palembang Ammar Asyraf; Hendrik Jimmyanto; Ani Firda; Aditha Maharani Ratna
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 11, No 1 (2026): 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.v11i1.10940

Abstract

The increasing intensity of commercial and office activities in Palembang City has led to a growing demand for parking spaces, particularly along road segments with mixed land-use functions. Jalan Merdeka was selected as the study location because it experiences high traffic volumes and serves as the administrative center of Palembang City, characterized by a concentration of offices, commercial areas, and traditional markets. This study aims to analyze parking characteristics, including parking volume, parking accumulation, and parking duration, along Jalan Merdeka from the Pasar 26 Ilir segment to the Palembang City Bappenda Office. Data were collected through direct parking surveys conducted on both weekdays and weekends. The survey data were analyzed to identify parking space utilization patterns and to evaluate the conformity between parking demand and existing parking capacity. The results indicate that during weekends, market and culinary areas exhibit higher parking volumes and accumulations, while on weekdays, office areas are dominated by longer parking durations. In general, parking demand on several road segments exceeds the available parking capacity, resulting in intensive use of parking spaces along the study corridor. These findings are expected to serve as a basis for planning and managing parking facilities in urban areas.
Analisis Momen-Rotasi Sambungan Haunched Gusset Plate Balok Kolom Baja Canai Dingin Menggunakan Metode Elemen Hingga Irwandra Septiadi; Kiagus Muhammad Aminuddin; Muhammad Firdaus; Bazar Asmawi; Verinazul Septriansyah; Adji Sutama
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 11, No 1 (2026): 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.v11i1.10942

Abstract

The increasing use of cold-formed steel (CFS) in building structural systems requires an accurate understanding of connection behavior, particularly beam–column connections which have an important role in transferring moment and rotation. One connection type that has been developed is the haunched gusset plate (HGP), which is designed to improve stress distribution and rotational performance of the joint. This study aims to analyze the moment–rotation characteristics of HGP connections in CFS beam–column structures with double channel sections using a numerical approach based on the Finite Element Method (FEM) implemented in ANSYS Workbench. The numerical model was developed based on the IJT-BGJ-9 experimental specimen from previous studies as a validation reference, considering material nonlinearity, boundary conditions, contact interaction, and explicit bolt modeling. The analysis focuses on the evaluation of joint strength capacity, stiffness capacity, and ductility capacity in accordance with the provisions of BS EN 1993-1-8. The results show that the FEM moment–rotation curve has very good agreement with the experimental results, with a rotation difference of 0,43% and a final stiffness difference of 1,30%. The HGP connection is classified as a semi-rigid, partial-strength, and ductile joint. These findings demonstrate that the developed FEM model is able to accurately represent the actual behavior of the connection and can be used as a reliable and efficient evaluation tool for the analysis and design of cold-formed steel frame connections.
Analisis Pengaruh Komposisi Oksida Abu Sekam Padi dan Serbuk Ban Terhadap Karakteristik Marshall Campuran Asphalt Concrete-Wearing Course (AC-WC) Deby Ansyory; Hendrik Jimmyanto; Ramadhani Ramadhani; Desmarita Desmarita; Siti Anisah
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 11, No 1 (2026): 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.v11i1.10993

Abstract

The utilization of waste materials as alternative components in pavement construction is continuously being developed to support sustainable development. This study examines the use of Rice Husk Ash (RHA) and Crumb Rubber (CR) as substitute materials in Hot Mix Asphalt (HMA) specifically for Asphalt Concrete-Wearing Course (AC-WC). The research investigates the chemical characteristics of these materials through X-Ray Fluorescence (XRF) testing and evaluates their impact on mixture performance based on Marshall parameters. The methodology involved material characterization, the design of Marshall samples with asphalt content variations ranging from 5% to 7%, and Marshall testing on both control samples and modified samples containing a 50% RHA and 50% CR filler substitution. XRF analysis revealed that RHA is predominantly composed of Silica (SiO2) at 91.5%, while CR contains 51% Zinc Oxide (ZnO) and 17% Sulfur (SO3). Marshall test results indicate that the high silica content in RHA contributes significantly to increasing mixture stability beyond 1400 kg, though it also leads to higher Voids in Mix (VIM). Conversely, the inclusion of CR enhances flexibility and flow values but reduces overall stability due to the elastic properties of sulfur and zinc oxide, which limit the internal bonding of the mixture. This study concludes that the mechanical characteristics of asphalt mixtures are heavily influenced by the chemical interactions of their constituent oxides, where RHA serves as a structural stiffener and CR acts as an elasticity modifier.

Page 18 of 19 | Total Record : 184

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