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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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Pemanfaatan Palm Oil Fuel Ash (POFA) Sebagai Pengganti Sebagian Agregat Halus dalam Campuran Beton Nasution, Ari Endra; Wijaya, Sucitra; Christalline, Silvia; Renjani, Muhammad Sodri
Jurnal Talenta Sipil Vol 8, No 2 (2025): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i2.1015

Abstract

This study investigates using Palm Oil Fuel Ash (POFA) as a partial substitute for some of fine aggregate (sand) in concrete mixtures. The goal is to determine the optimal percentage of POFA by testing several variations of its use as a substitute for fine aggregate. The study employed an experimental methodology involving the preparation of 15 cm x 15 cm x 15 cm cubic test specimens in accordance with SNI 03-2834-2000 (Procedures for Preparing Normal Concrete Mix Designs). The POFA percentages were 0% (control specimen), 5%, 6%, 7%, 8%, 9%, 10%, and 20%.  Test results showed that the compressive strength of concrete produced using 0% POFA (normal concrete) was 228.6 kg/cm². The compressive strengths of concrete produced using 5%, 6%, 7%, 8%, 9%, and 10% POFA were 134.9, 156.9, 159.7, 198.3, 198.3, and 151.5, 159,7 kg/cm², respectively. The test results indicate that adding POFA to the concrete decreased its compressive strength relative to control specimen. However, substituting fine aggregate with POFA at 8% and 9% resulted in higher compressive strength than the other variations. The results also indicated the potential for an increase in concrete compressive strength between 10% and 20%.
Tegangan Geser Kritis di Hulu Bendung, Studi Kasus Pada Bendung Sekka-Sekka, Kabupaten Polewali Mandar Rohani, Imam; Ridhayani, Irma; Suniarta, Delmi
Jurnal Talenta Sipil Vol 8, No 2 (2025): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i2.973

Abstract

The upstream section of the Sekka-Sekka Weir plays an important role in the irrigation water distribution system but is highly vulnerable to sedimentation due to severe bed erosion. Excessive sedimentation can reduce the weir’s storage capacity and hinder irrigation efficiency. Therefore, this study aims to analyze flow shear stress and critical shear stress to understand the potential for sediment transport in the area. A quantitative approach was used by simulating flow conditions with HEC-RAS to obtain flow characteristics and river cross-sections under three discharge conditions: maximum, minimum, and average. Sediment samples were collected from the field and analyzed in the laboratory using sieve analysis and specific gravity tests, while critical shear stress was determined using the Shields diagram. The results showed that under maximum discharge, flow shear stress (6.169–6.181 kg/m²) far exceeded the critical shear stress (0.003–0.007 kg/m²), indicating a high potential for bed erosion. Under minimum and average discharge, flow shear stress still exceeded the critical value, but sediment transport occurred with lower intensity and more stable flow conditions. Overall, the upstream flow is capable of mobilizing sediment significantly, so proper sediment management is needed to maintain the optimal function of the weir.
Evaluasi Kapasitas Parkir SD Muhamadiyah 6 Kota Palembang Sari, Nadra Mutiara; Susetyo, Dimas Ariezky; Aszharri, Arief; Azni, Rakmani; Srikandi, Ghina Rahma
Jurnal Talenta Sipil Vol 8, No 2 (2025): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i2.999

Abstract

Muhammadiyah 6 Elementary School, Palembang City, is one of the schools located on Jalan Jendran Sudirman, which is right in front of the main road. As a result, many parents dropping their children off at school stop on the roadside. Parking on the roadside around Muhammadiyah 6 Elementary School, Palembang, has caused significant traffic congestion, especially during the morning rush hour (6:00–7:00 AM) and afternoon rush hour (2:30–3:00 PM). This is because the existing parking facilities at the school do not meet the parking needs of vehicles. Therefore, an evaluation is needed regarding the parking capacity needs at the elementary school. The method used is a descriptive method with an inductive approach, through a field survey at 6:30–3:00 PM. The survey results show that the average daily number of vehicles entering and leaving the location is 1,472 motorcycles and 567 cars. The need for parking space reaches 149,3184 m² for motorcycles and 322,368 m² for cars, but the available land is only 105.75 m² for motorcycles and 280 m² for cars. Therefore, it can be concluded that there is a need for additional parking space or a pick-up and drop-off system by parents/guardians of students to prevent vehicles from stopping on the road and allow for smooth and orderly traffic flow
Studi Perencanaan Perkerasan Lentur pada Peningkatan Ruas Jalan Condong-Wangkal Sta. 0+000 - Sta. 7+350 Oktaviadi, Reza; Cahyono, Andri Dwi; Pratikto, Herlan
Jurnal Talenta Sipil Vol 8, No 2 (2025): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i2.1025

Abstract

Improving the quality of road sections is essential to address frequently occurring damage, such as surface cracks, potholes, and elevation reductions caused by pavement age exceeding the technical design limits. This condition directly impacts community productivity due to longer travel times, hampered distribution of goods and services, and disrupted inter-regional accessibility. Consequently, this reduces community mobility and slows regional economic growth. Probolinggo Regency, located in the northern coastal part of East Java Province, is one of the areas facing these problems. This study aims to accurately design a flexible pavement structure and prepare a cost budget plan (RAB) based on the 2024 Road Pavement Design Manual (MDPJ) guidelines. The research methods used include an average daily traffic volume (LHR) survey, subgrade quality testing, and pavement layer thickness calculations based on technical parameters. The planning results indicate that the pavement structure consists of a 6 cm thick Laston AC-WC wearing layer, a 20 cm thick class A aggregate base layer, and a 15 cm thick class B aggregate base layer. This thickness is considered sufficiently efficient in withstanding existing traffic loads. The estimated cost of implementing the road improvements is estimated at Rp616,433,000.00. The results of this study are expected to provide an efficient and sustainable technical solution to support smooth transportation, improve inter-regional connectivity, and stimulate economic growth in Probolinggo Regency.
Simulasi Luas Genangan Banjir Batang Sinamar Nagari Taram Kab. Lima Puluh Kota Taufik, Arrahmat; Daud, Darwizal; Andriani, Andriani
Jurnal Talenta Sipil Vol 8, No 2 (2025): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i2.953

Abstract

Batang Sinamar is located in Lima Puluh Kota Regency, West Sumatra Province, and flows through Riau Province before emptying into the Strait of Malacca. Flooding can cause loss of life and property. In the Nagari Taram area, floods occur almost every year with an average inundation depth of 1–2 meters. However, no research has been conducted on flood control and early warning systems. Meanwhile, the economic losses experienced by the community are significant. Therefore, it is necessary to conduct simulations of flood inundation depth and flood-prone areas as an initial study for flood control planning. The simulation uses HEC-RAS 6.4.1 software, QGIS, and the DEMNAS base map from BIG. Hydrological analysis is performed using the Nakayasu and Snyder Synthetic Unit Hydrographs with flood return periods of 2, 5, 10, and 25 years. The simulation results show that the flood inundation area increases with higher return periods. For the flood event in 2019, the discharge was equivalent to a 5-year return period flood, which was 982.18 m³/s, with an inundation area of 293.51 hectares. Hazard zones (marked in red) are predominantly found along the riverbanks, with an average distance of around 100 meters from the river's edge. The study concludes that the areas along the riverbanks are unsuitable for residential settlements, schools, and agricultural activities due to inundation depths of ≥3.0 meters.
Analisa Kerusakan Jalan Menggunakan Metode Asphalt Institute dan Penanganannya: Studi Kasus Jalan Raya Palembang-Jambi Das, Amsori M; Setiawan, Ari; Adiguna, Muhammad Ekky Satria
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.606

Abstract

The Palembang-Jambi highway is one of the national roads which is important for people's lives and regional economic development. However, the road experienced significant damage due to environmental factors, construction factors and usage factors. The aim to be achieved in this research is to determine the level of damage using the institutional asphalt method and find out what treatments can be carried out. This research was conducted using primary data and secondary data. Secondary data in this research is Palembang - Jambi Highway Research Stationing data, primary data obtained during the survey is geometric data on the length and width of the road, data on the type of road damage, data on the severity of road damage. Based on the research results, the results obtained were crocodile skin cracking damage = 0.382%, sinking = 0.679%, falling = 0.0004%, holes = 0.083%, longitudinal cracks = 0.955%, peeling = 0.0508%, total damage value = 2.157%, After carrying out the analysis, the condition value obtained = 97.843%, where the level of damage is relatively low and the type of maintenance is routine maintenance.
Influence of Settlement Patterns on University Student Mobility Preferences: An Accessibility-Based Analysis of Private Vehicle Use Siahaan, LQ. Parulian Sanjaya; Sari, Yusra Aulia; Prasetijo, Joewono
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.v9i1.1294

Abstract

This study attempts to observe how settlement patterns influence mobility preferences, with primary attention directed to private vehicle accessibility to Batam International University (UIB). A quantitative approach was taken, where data were collected both online and offline through a survey distributed to 235 respondents drawn from the academic community. The analytical process used descriptive statistics, Pearson correlation, chi-square tests, and multiple linear regression to trace the relationship between residential conditions and perceived accessibility. The results indicate that 68.1% of respondents commute by motorcycle, while 43.8% live within planned housing areas. Certain factors, including private vehicle ownership and residential status, show a statistically significant relationship with accessibility satisfaction, measured through indicators such as travel time, ease of access, and road conditions. The regression output further shows that type of residence, transport mode, and study program together explain approximately 32.9% of the variance in accessibility satisfaction, suggesting an influence that exists but does not fully account for it. Additionally, the findings highlight that two-wheeled vehicles tend to perform better than four-wheeled ones in terms of flexibility and time efficiency, particularly in areas where road infrastructure is congested or underdeveloped. These outcomes point to the necessity of integrating settlement planning with sustainable transportation strategies to gradually reduce reliance on private vehicles. Educational institutions and local government are therefore recommended to strengthen public transport services, promote multimodal accessibility, and implement infrastructure improvements focused on residential zones with low accessibility. By presenting empirical evidence from a Southeast Asian island city, this research contributes to the broader discussion on campus mobility, spatial equity, and transport policy in rapidly urbanizing regions.
Prediksi Penurunan Pondasi Tiang Bor Menggunakan Metode Support Vector Machine Mustika, Rezqya; Andriani, Andriani; Hakam, Abdul
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.v9i1.1204

Abstract

The settlement of bored pile foundations is one of the critical factors affecting the stability of structures, thereby requiring accurate prediction methods. Along with technological advancements, prediction methods have also evolved, creating new opportunities to simplify the estimation process and obtain more precise results. Support Vector Machine (SVM), as one of the machine learning methods, provides an efficient way to predict foundation settlement compared to direct field measurements.This research aims to develop a predictive model for bored pile foundation settlement using Support Vector Machine (SVM) and to validate its accuracy by comparing the predicted settlement results with analytical settlement calculations. The study utilized field test data, namely the Standard Penetration Test (SPT), building load data (Q), and foundation data obtained from various literature sources. The input parameters considered include pile length (L), pile diameter (D), end bearing capacity (Qp), and shaft resistance (Qs), while the output parameter is foundation settlement.The performance of the model was evaluated using the R² and RMSE metrics. The results indicate that, on training data, the model achieved an R value of 0.9943 and an RMSE of 0.1, demonstrating excellent ability in learning data patterns. However, a considerable performance drop was observed on testing data, with an R value of 0.447 and an RMSE of 0.394. This large discrepancy between training and testing performance suggests mild overfitting, where the model performs very accurately on previously seen data but lacks generalization capability when applied to unseen cases
Pengaruh Muatan Berlebih (Overloading) Kendaraan Berat terhadap Umur Rencana Jalan pada Ruas Jalan Kopang – Masbagik Humaerok, Siti Nilza; Efendy, Anwar; Hidayati, Nurul
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.v9i1.1157

Abstract

Roads are basic infrastructure facilities needed by humans to move from one location to another in order to fulfill their needs. Essentially, the structural quality of roads will deteriorate as the road ages, especially if they are used by vehicles with heavy loads that tend to exceed the regulations. The Kopang–Masbagik road section in West Nusa Tenggara Province is a national road with heavy traffic and a predominance of heavy vehicles. This condition causes an increase in traffic load, mainly due to overloading, which can accelerate pavement damage and reduce the planned road life. This study aims to analyze the effect of heavy vehicle overloading on the planned road life using the 2024 Bina Marga method with the Cumulative Equivalent Single Axle Load (CESAL) approach. The data used includes Average Daily Traffic (ADT) from BPJN West Nusa Tenggara and vehicle weighing data from UPPKB Bertais. The analysis results show that under normal conditions, the cumulative CESAL value over a 10-year design life is 84,338,823 ESA, with the final Remaining Life (RL) reaching 0%, consistent with the design life. However, under overload conditions, the cumulative CESAL value increases dramatically to 250.658.619 ESA. The impact of overloading causes a reduction in the planned lifespan; based on calculations carried out, there is a decrease in the planned lifespan of 0.552 years from the planned lifespan of 10 years.
Kinerja Stabilisasi Campuran Aspal Panas AC-WC Menggunakan Aspal Modifikasi (Elastomer) dengan Penambahan Lateks Nurcahyo, Haikal Fikri Da'fa; Nisumanti, Sartika; Qubro, Khodijah Al
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.v9i1.926

Abstract

Pavements in Indonesia often experience damage before the planned service life is reached, one of which is caused by permanent deformation due to excessive load pressure, such as that produced by heavy vehicles. This study aims to analyze the effect of latex addition on the characteristics of AC-WC pavement type asphalt mixtures using elastomer modified asphalt. The use of asphalt is varied in five levels, namely 4%, 4.5%, 5%, 5.5%, and 6% of the total aggregate weight. The AC-WC mixture manufacturing process refers to the 2018 Bina Marga specifications (Revision 2). The results showed that the addition of latex affected the characteristics of the Marshall value in the asphalt mixture compared to conventional asphalt, where the VMA value with latex additives decreased by 1% at a latex content of 5% with a value of 18.029. The VFA value decreased by 1% at a latex content of 5% with a value of 73.805. The VIM value in this mixture is still within the required specifications, which is between 3% and 5%. The stability value increased significantly at 7% latex content with a value of 3249.7, while the MQ value increased significantly at 7% latex content with a value of 2214.137. From the results of the study, it can be concluded that asphalt containing latex has better durability compared to conventional asphalt, so it can be used as an alternative to improve the quality of road pavement in Indonesia.

Page 39 of 49 | Total Record : 481

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