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Wari Dony
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Program Studi Teknik Sipil Fakultas Teknik, Universitas Batanghari Jambi Jl. Slamet Ryadi, Broni-Jambi, Kodepos: 36122
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Jurnal Talenta Sipil
Published by Universitas Batanghari Jambi
ISSN : -     EISSN : 26151634     DOI : https://www.doi.org/10.33087/talentasipil
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology
This journal publishes scientific articles on research results and reviews covering the fields of engineering
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 481 Documents
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Pengaruh Parkir pada Badan Jalan terhadap Kinerja Ruas Jalan Indrakila Kota Balikpapan Fuadana, Nggolib; Maslina, Maslina
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1155

Abstract

On-street parking problems along roads can have a significant impact on traffic performance, especially in terms of congestion and road capacity. Vehicles parked on the road cause side obstacles, reduce traffic flow, and worsen road conditions. This study aims to evaluate the impact of on-street parking on traffic performance on Jalan Indrakila, Balikpapan City. The research method used is a quantitative approach with a case study. Primary data was obtained through field surveys that included measurements of traffic volume, lateral obstructions, and vehicle travel time. Secondary data in the form of literature and supporting documents was used to analyze road capacity and calculate the level of service. The results show that on-street parking on Jalan Indrakila causes a significant decrease in road capacity, with a degree of saturation reaching 0.8 in conditions with parking and 0.5 in conditions without parking. High side obstructions in this area also contribute to the decline in road performance. In conclusion, better parking management and careful planning are essential to reduce negative impacts on traffic and support smooth mobility and local economic growth.
Mapping of Land Surface Temperature in Relation to Rainfall in Pasuruan Regency Using Geographic Information System (GIS) Senggarang, Raphael Rio Dewa; Wibisana, Hendrata
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1145

Abstract

This study aims to analyze the relationship between Land Surface Temperature (LST) and rainfall in Pasuruan Regency by utilizing Geographic Information System (GIS) technology. Surface temperature data were obtained from Landsat 8 Band 10 satellite imagery, which was converted into temperature in both Kelvin and Celsius, while rainfall data were collected from 20 observation stations distributed across the region.The analysis results indicate a negative correlation between land surface temperature and rainfall, particularly in high-elevation areas that exhibit lower temperatures and higher rainfall. Using the cubic polynomial model algorithm y = -3E-09x³ + 2E-05x² - 0.0272x + 43.296, the resulting correlation coefficient is 0.2762. This value falls within the interval of 0.20–0.40, which indicates a weak relationship between rainfall and land surface temperature. Rainfall, as variable X, contributes 27.62% to land surface temperature, which acts as variable Y.GIS has proven effective in visualizing the spatial distribution of temperature and rainfall data, providing valuable insights for spatial planning and climate change mitigation in tropical regions.
Perbandingan Kolom Baja, Beton Bertulang, dan Komposit terhadap Perilaku dan Kekuatan Struktur Gedung Bertingkat Patria, Agustinus Sungsang Nana; Pangestuti, Pramesta Armanisag; Soewito, David Gunarso Bambang
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1267

Abstract

Columns are one of the main structural elements that serve to transfer loads to the foundation. The choice of column material affects the diversity of the structural capacity of multi-story buildings. This study aims to compare steel, reinforced concrete, and composite columns in terms of the behavior and strength of multi-story buildings. This study uses a 7-story building model and a 1-story roof with 3 column model variations, including model 1 steel column, model 2 reinforced concrete column, and model 3 composite column. All three models use steel beams and bondeck floor slabs. The analysis was performed using ETABS v22.0 to compare structural behavior, inter-story shear forces, inter-story deflections, structural safety, and forces in beam and column elements. The results show that the reinforced concrete column model provides the best results for building behavior parameters, including period and translation, as well as internal force values in beams. The steel column model performs best for ground floor shear force parameters. The composite column model performed best in terms of inter-story deflection and internal force values in columns. In addition, no over-stressed structural elements were found in the three models. It was concluded that composite columns had the best structural capacity, combining concrete material that is strong against compression and steel material with high tensile strength to produce a stronger and more efficient structure. Recommendations for further research include using more varied building configurations and reviewing the economic aspects of structural work.
Studi Komparatif Perhitungan Anggaran Biaya dengan Building Information Modelling (BIM) 5D pada Pembangunan Gedung Sistem Administrasi Manunggal Satu Atap Kepolisian Daerah Kalimantan Timur Amini, Putri Arlisdyawati Agustina; Pratiwi, Reno; Harami, Fachruddin
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1143

Abstract

In the construction industry, the accuracy of volume calculations and cost estimation is a crucial factor in ensuring project efficiency and quality. However, many projects in Indonesia still use conventional methods such as AutoCAD and Microsoft Excel, which are not integrated and prone to input errors and cost overruns. Along with technological advancements, Building Information Modelling (BIM) has emerged as an innovative solution capable of integrating all project data into a single digital model that can be updated in real time. This study aims to compare cost estimation results between the conventional method and the 5D BIM method using Autodesk Revit software on reinforced concrete structural works for the construction of the One-Stop Administration System (SAMSAT) Building of the East Kalimantan Regional Police, as well as to analyze the level of efficiency achieved. The research employs a comparative-quantitative approach using data obtained from the Detail Engineering Design (DED), Bill of Quantities (BoQ), and Unit Price Analysis (AHSP). The results show that the conventional method produces higher costs due to generalized volume calculations and excessive tolerances, while the 5D BIM method provides more accurate, efficient, and integrated results since each structural element is calculated automatically through digital modeling. Therefore, the implementation of 5D BIM has proven to enhance accuracy, time efficiency, and overall effectiveness in construction cost planning compared to conventional methods.
Perbandingan Daya Dukung Pondasi Sumuran dengan Pondasi Tiang Pancang pada Tanah Pesisir Berdasarkan Data Standard Penetration Test (SPT) pada Jembatan Gantung Desa Cemara Kecamatan Lembar Kabupaten Lombok Barat Sapdi, Muhammad; Hamdani, Hafiz; Hidayat, Ari Ramadhan
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1254

Abstract

Infrastructure development in coastal areas is a strategic challenge in regional planning and civil engineering, due to complex soil characteristics, high sedimentation rates, and the influence of the marine environment that can reduce structural performance, especially in bridge construction. Saturated sandy soil conditions commonly found in coastal areas require the selection of appropriate foundation types to be able to safely support structural loads. This study aims to compare the bearing capacity of pit foundations and pile foundations on coastal soils based on Standard Penetration Test (SPT) data. The research method used is quantitative analysis with a comparative approach using the Meyerhof (1976) and Terzaghi (1943) methods. Secondary data in the form of SPT test results were obtained from the Suspension Bridge construction project in Cemara Village, Lembar District, West Lombok Regency. Calculations include end bearing capacity, cover bearing capacity, ultimate bearing capacity, allowable bearing capacity, and group pile bearing capacity. The analysis results show that pile foundations have a greater group pile bearing capacity than pit foundations. Based on the Meyerhof method (1976), the bearing capacity of the pile foundation group is 20,707.43 kN and the well foundation is 4,161.63 kN. Meanwhile, based on the Terzaghi method (1943), the bearing capacity of the pile foundation is 9,183.07 kN and the well foundation is 3,241.08 kN. These results indicate that pile foundations are more recommended for use in coastal soil conditions with low bearing capacity.
Equivalent Standard Axle (ESA) pada Jalan Raya Turi, Lamongan, Jawa Timur Menggunakan Metode MDPJ 2017 Maldini, Ade Titto; Ridwan, Ahmad; Damara, Bobby
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1083

Abstract

Turi Highway is a vital infrastructure in Lamongan Regency that supports the distribution of agricultural and trade commodities. High traffic intensity, particularly from heavy vehicles, leads to significant pavement damage. This study aims to calculate the Equivalent Standard Axle (ESA) based on actual traffic data and determine the appropriate pavement type using the 2017 Road Pavement Design Manual (MDPJ). A seven-day traffic survey during peak hours was conducted, and the data were converted into Average Daily Traffic (LHR), Passenger Car Unit (SMP), Vehicle Damage Factor (VDF), daily ESA, annual ESA, and Cumulative ESA (CESA) for a 15-year design life. The results showed that the total 6-hour LHR was 15,982 vehicles/day, while the 24-hour LHR was 24,613 vehicles/day. The average daily ESA was 2,070.6, with an annual ESA of 755,769 ESA/year, and a 15-year CESA of 11,336,535. The subgrade CBR value was 6.8%, rounded to 7%, classified as weak soil. Based on these findings, the recommended pavement type is rigid pavement with a 27 cm concrete slab, 10 cm lean concrete, and 15 cm aggregate base layer.
Perbandingan Biaya dan Waktu Pelaksanaan pada Lokasi Pembangunan LRT Jakarta Fase 1B Antara Metode Kerja Pemasangan Rebar Joint Coupler Prafabrikasi dengan Metode Kerja Pemasangan Rebar Tanpa Joint Coupler di Fabrikasi Fikri, Irwan; Azhar, Moh.; Naibaho, Pio Ranap Tua
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1150

Abstract

Population growth and high economic activity in the DKI Jakarta area have led to a significant increase in vehicle volume and traffic congestion. These conditions require an efficient, safe, and environmentally friendly mass transportation system in order to reduce the public's dependence on private vehicles. One of the national strategic projects designed to address this challenge is the construction of the Jakarta Light Rail Transit (LRT) Phase 1B. In the construction of the LRT, time and cost efficiency are crucial factors that determine the success of the project. This study aims to analyze and compare the efficiency of two methods of installing steel reinforcement (rebar), namely the prefabricated joint coupler system and the conventional method without couplers. The study uses a quantitative descriptive approach by collecting secondary data in the form of Unit Price Analysis (AHSP), project progress reports, and field observations. The analysis was conducted on labor productivity, material costs, and implementation time. The results showed that the rebar installation method with prefabricated joint couplers was able to save 15-20% of steel material, reduce the duration of work by around 25-30%, and significantly reduce labor costs compared to the conventional method. In addition, the prefabrication system provides more consistent work quality, minimizes the risk of delays, and improves work safety. Based on these results, it is concluded that the application of the prefabricated joint coupler method is more effective and efficient in both technical and economic aspects for the Jakarta LRT Phase 1B construction project and can be recommended for similar infrastructure projects in the future.
Perubahan Garis Pantai Pesisir Pulau Merah Banyuwangi dengan Citra Satelit Landsat 8 (2016 – 2025) Nasrullah, Bima Hanggara; Wibisana, Hendrata; Aryaseta, Bagas
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1078

Abstract

The study of shoreline changes at Pulau Merah Beach, Banyuwangi, highlights that this coastal tourism area is highly dynamic due to the influence of ocean waves, currents, and the deposition of sand and silt. Monitoring shoreline changes is essential to ensure that the tourism area remains safe, well-managed, and sustainable. This research aims to analyze the patterns of shoreline shifts from 2016 to 2025 and to distinguish between areas experiencing continuous erosion and those affected only occasionally. The data were obtained from Landsat 8 satellite imagery, which was processed using the Normalized Difference Water Index (NDWI). Ten observation lines (transects) with a spacing of approximately 100 meters were established, and annual shoreline shifts were measured using the Euclidean Distance method. The results show that some sections of the shoreline experience continuous erosion, particularly transects 1–4, which retreated almost every year by a considerable distance. Meanwhile, transects 6–9 were eroded only at certain times and later stabilized, while transects 5 and 10 displayed mixed patterns. This study demonstrates that transect analysis combined with the Euclidean Distance method is effective in monitoring shoreline changes over time. Overall, shoreline changes at Pulau Merah are significant and uneven, requiring focused management on areas with continuous erosion, while other areas should be monitored regularly and strengthened through coastal vegetation.
Analisis Hidrograf Banjir Akibat Pemindahan Alur Sungai pada Sungai Kaliyasa Baru Menggunakan Model Hec-HMS Saridewi, Ratih Nurmala; Budiyanto, Muchamad Arif; Dinda, Jesinta Kotilda
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1255

Abstract

River channel realignment is a common river engineering measure to support regional development and flood mitigation; however, it may significantly alter river hydrological characteristics. This study aims to analyze changes in flood hydrographs resulting from the realignment of the New Kaliyasa River in the PLTU Cilacap area using the HEC-HMS hydrological model. Areal rainfall was determined using the Thiessen polygon method based on annual maximum daily rainfall data from nearby rainfall stations. Design rainfall was estimated through frequency analysis using several probability distributions, namely Normal, Log-Normal, Gumbel, and Log Pearson Type III, which were evaluated using the Chi-square and Smirnov–Kolmogorov goodness-of-fit tests. The results indicate that all tested distributions are acceptable; however, the Gumbel distribution was selected as the best-fit distribution due to its smallest maximum deviation value. The selected design rainfall was then transformed into hourly rainfall using the Alternating Block Method (ABM). Hydrological modeling with HEC-HMS was conducted to generate design flood hydrographs for various return periods. The simulation results show variations in peak discharge, time to peak, and runoff volume, reflecting the hydrological response of the Kaliyasa watershed after river channel realignment. This study demonstrates that HEC-HMS is effective in representing flood characteristics and can serve as a technical basis for evaluating river capacity and planning flood control measures in the PLTU Cilacap area.
Efektivitas Penampang Drainase Berdasarkan Akumulasi Air Hujan Ruas Jalan yang Rawan Genangan di Jl. Mastrip/Jl. Selomangleng, Kota Kediri Aini, Sinta Nur; Susanto, Sony
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1198

Abstract

The Universitas Kadiri area in Kediri City frequently experiences surface water accumulation during heavy rainfall due to insufficient drainage capacity, sedimentation, vegetation growth, and deterioration of channel wall plaster. These conditions indicate the need for an evaluation of drainage channel performance in accommodating rainfall runoff. This study aims to assess the effectiveness of the existing drainage cross-section and to design a more adaptive and efficient channel section. The methods employed include field surveys, hydrological analysis using the Rational Method, and hydraulic analysis based on the Manning equation. The results show that the design discharge of 0.865 m³/s cannot be fully conveyed by the existing channel, which has a capacity of only 0.59 m³/s. The proposed adaptive trapezoidal section, with a bottom width of 0.80 m, height of 0.70 m, and slope of 0.008, increases the channel capacity to 2.15 m³/s, which is 2.49 times greater than the current condition. Economically, the redesign also yields a cost efficiency of up to 47%. Overall, the findings indicate that the proposed channel design is more effective, hydraulically efficient, and suitable for flat-topography areas. Furthermore, it aligns with the principles of the Sustainable Drainage System (SuDS) to support sustainable stormwater management in the Universitas Kadiri area.

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