cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Wari Dony
Contact Email
talentasipil.unbari@gmail.com
Phone
+6285266559852
Journal Mail Official
talentasipil.unbari@gmail.com
Editorial Address
Program Studi Teknik Sipil Fakultas Teknik, Universitas Batanghari Jambi Jl. Slamet Ryadi, Broni-Jambi, Kodepos: 36122
Location
Kota jambi,
Jambi
INDONESIA
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 95 Documents
 1   2   3   4   5 
Search results for , issue "Vol 9, No 1 (2026): Februari" : 95 Documents clear
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.
Penerapan Metode Time Cost Trade Off (TCTO) pada Proyek Pembangunan Peningkatan Gedung Dinas Pekerjaan Umum Kota Balikpapan Ramadhan, Nadhilah Nur; Utomo, Gunaedy; Pratiwi, Reno
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.v9i1.1107

Abstract

Delays in project work can be anticipated by accelerating its implementation. In accelerating the project, it must be well planned by using various acceleration alternatives. Alternatives that can be used to accelerate the project are by adding working hours, adding labor, or a combination of both. The purpose of this study is to analyze the application of the Time Cost Trade Off method with alternative acceleration of adding working hours and alternative acceleration of adding labor. The method used is a case study on the Balikpapan City Public Works Department Building Improvement Construction Project with a duration of 174 calendar days by finding the critical path using Microsoft Project and then crashing to obtain the cost slope of activities on the critical path. The results of this study obtained the optimal alternative is the acceleration alternative of adding the number of crashing 3 labor with the duration required to complete the project is 68.89 days at a cost of Rp7.770.887.756. which is the acceleration alternative that has the lowest cost of other acceleration alternatives.
Perencanaan Perkerasan Kaku (Rigid Pavement) Jalan Untuk Lalu Lintas Berat Berdasarkan Manual Desain Perkerasan Bina Marga 2017 pada Ruas Jalan Tempino – Muara Bulian Tiffany, Sheila Elysia; Yamali, Fakhrul Rozi; Setiawan, Ari
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.v9i1.987

Abstract

The design of rigid pavement thickness on the Tempino-Muara Bulian road section, specifically on segment STA 00+000 to STA 02+200. This road section has experienced significant damage due to the increased traffic volume of heavy vehicles, especially coal transportation. An analysis was conducted to determine the optimal rigid pavement thickness to withstand the increased load and compare it with the existing conditions. Using the AASHTO 1993 method, the required concrete slab thickness was calculated to be 28.016 cm. However, the 2017 Pavement Design Manual recommends a slightly thicker slab of 29.3 cm. Meanwhile, the existing condition of 30 cm indicates that the current pavement has been designed considering factors such as future traffic growth or to accommodate potential overload. This study demonstrates the importance of accurate pavement design to ensure long-term road serviceability under heavy traffic conditions.
Pengaruh Penggunaan Serat Eceng Gondok (Eichhornia Crassipes) terhadap Karakteristik Beton Serat Edowinsyah, Edowinsyah; Thampinari, Mifthahul Bagas; Itteridi, Vike
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.v9i1.1051

Abstract

Concrete has a major weakness in the form of low tensile strength, making it prone to cracking when subjected to tensile loads. Generally, this weakness is overcome by adding steel reinforcement or fibers. In the city of Pagar Alam, water hyacinth (Eichhornia crassipes) grows abundantly in the waterways and causes environmental pollution. This study aims to optimize water hyacinth waste as an additional material for concrete to enhance its tensile strength. Fiber-reinforced concrete was produced with varying additions of water hyacinth fibers at 0%, 2%, 2.5%, and 3% of the cement weight, with fiber lengths of 6 cm. The tests conducted included slump tests, specific gravity, compressive strength, and flexural strength. The results showed that normal concrete (BN) had the highest compressive strength, at 19.11 MPa at 28 days. Meanwhile, concrete with 3% fiber (BS3) yielded the highest flexural strength, at 4.76 MPa at 28 days. In conclusion, the addition of water hyacinth fibers can enhance flexural strength, although it does not significantly affect compressive strength. Thus, water hyacinth fibers have the potential to serve as an environmentally friendly alternative to reduce waste while improving concrete characteristics.
Analisis Struktur Pembangunan Gedung Bertingkat 16 Lantai Menggunakan Software Etabs V.21 pada Green Rusun Jagakarsa, Jakarta Selatan Prastio, Panca Susilo Budi; Rutama, Dedy; Subagyo, Arief
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.v9i1.1148

Abstract

Rapid development in urban areas, especially in South Jakarta, has led to an increased need for safe, comfortable, and space-efficient vertical housing. One solution to meet this need is the construction of Green Rusun Jagakarsa, which is designed as sustainable housing with the application of Building Information Modeling (BIM) technology. In the context of high-rise building construction, structural analysis is a crucial aspect to ensure resistance to various types of loads, especially lateral loads caused by earthquakes. This study aims to analyze the structural design of the 16-story Green Rusun Jagakarsa building using ETABS V.21 software with equivalent static analysis and dynamic analysis (response spectrum) methods. Structural modeling was performed using Autodesk Revit 2026 to produce accurate building elements before analysis with ETABS. Evaluations were conducted on important parameters such as displacement, interstory drift, base shear, and compliance with SNI 1726:2019 and SNI 2847:2019 regulations. The analysis results show that the first mode has a vibration period of 2.856 seconds with a mass participation of 79.29% in the X direction and reaching 91.08% in the Y direction up to the 12th mode. No significant horizontal irregularities were found, although there was a V.3 type vertical irregularity on the ground floor. Overall, the building structure is declared stable, strong, and meets earthquake-resistant planning standards. In conclusion, the use of ETABS and Revit has proven effective in producing accurate, efficient structural designs that comply with national standards as a reference in planning vertical construction projects in earthquake-prone areas.
Kajian Bencana Banjir pada Daerah Aliran Sungai Batang Merao Kota Sungai Penuh Arimailiperi, Arimailiperi; Hatmoko, Waluyo
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.v9i1.1074

Abstract

Sungai Penuh City is geographically located in a flood-prone area, particularly during the rainy season. This study aims to identify the main factors contributing to flooding, determine the most dominant factor, and propose solutions for future flood management. The Analytical Hierarchy Process (AHP) was applied to analyze eight parameters: rainfall, slope, erosion/sedimentation, river narrowing, land use, deforestation, sand mining (galian C), and waste. The results indicate that human activities are the dominant factors, including land use (23.7%), river narrowing (19.4%), sand mining (15.4%), deforestation (15.3%), erosion/sedimentation (11.5%), and waste (6%). Natural factors have relatively smaller contributions, namely slope (4.5%) and rainfall (4.3%). The pairwise comparison consistency test produced a CR value ≤ 0.09, confirming the reliability of the analysis. Batang Merao River was found to be the most affected by floods, driven by high rainfall, topography, land use change, deforestation, direct waste disposal into the river, and upstream sand mining activities. These findings highlight the urgent need for integrated flood management involving government, communities, and stakeholders through spatial planning control, mining regulation, and increased environmental awareness.
Evaluasi Kinerja Operasional pada Bus Trans Jatim Koridor V Rute Surabaya - Bangkalan Lutfiah, Yasmine Anisatul; Estikhamah, Fithri; Utomo, Nugroho
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.v9i1.1029

Abstract

Trans Jatim is a provincial bus-based public transport system initiated by the East Java Government to strengthen regional connectivity and alleviate traffic congestion, particularly within the Gerbangkertosusila metropolitan area. One of the newly introduced corridors, Corridor V, operates along the Surabaya–Bangkalan route via the Suramadu Bridge. This study aims to assess the operational performance of this corridor by focusing on three key indicators: load factor, travel time, and headway. A field survey with an observational approach was conducted to collect primary data directly from actual operations. The findings indicate that the average load factor reached only 42%, which falls short of the required minimum standard of 70%. In contrast, the average travel time of 118 minutes and headway of 20 minutes both meet the acceptable thresholds outlined in official technical guidelines. These results reveal that among the evaluated indicators, only the load factor fails to comply with the service standards. The insights from this research are expected to serve as a reference for enhancing the efficiency and service quality of the Trans Jatim Bus Corridor V in a more sustainable manner.

Page 1 of 10 | Total Record : 95

 1   2   3   4   5 

Filter by Year

2026 2026


Reset
Filter By Issues
All Issue Vol 9, No 1 (2026): Februari Vol 8, No 2 (2025): Agustus Vol 8, No 1 (2025): Februari Vol 7, No 2 (2024): Agustus Vol 7, No 1 (2024): Februari Vol 6, No 2 (2023): Agustus Vol 6, No 1 (2023): Februari Vol 5, No 2 (2022): Agustus Vol 5, No 1 (2022): Februari Vol 4, No 2 (2021): Agustus Vol 4, No 1 (2021): Februari Vol 3, No 2 (2020): Agustus Vol 3, No 1 (2020): Februari Vol 2, No 2 (2019): Agustus Vol 2, No 1 (2019): Februari Vol 1, No 2 (2018): Agustus Vol 1, No 1 (2018): Februari More Issue