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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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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.
Penjadwalan Ulang Proyek Pembangunan Perumahan Unit Nabawi Grand Zam Zam dengan Metode Linear Scheduling Method (LSM) Ghiffary, Musa; Hepyanto, Rasio; P, Yosef Cahyo Setitanto
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.v9i1.1004

Abstract

Scheduling is one of the crucial aspects in the execution of construction projects, as it directly affects the project's resource requirements. Therefore, an appropriate method is needed to obtain an effective and efficient schedule. This study conducts a rescheduling using the Linear Scheduling Method (LSM) on the Nabawi Grand Zam Zam Housing Project, aiming to provide an alternative schedule for comparison with the initial schedule prepared by the contractor. The data used in this research includes the initial project schedule in the form of an S-curve, along with other supporting data such as the budget plan and the housing site plan. The final result of the LSM calculation, considering the delays, shows that the 68-unit housing project can be completed within 148 working days. This indicates that the schedule produced using the LSM method is more optimal than the existing project schedule, which requires 156 working days (a difference of 8 days). Therefore, based on the conducted research, scheduling using the Linear Scheduling Method can improve time efficiency in project execution.
Peningkatan Akurasi Perhitungan Kapasitas Dukung Pondasi Strauss melalui Integrasi Profil Diameter Aktual Sepanjang Tiang Rosyta, Heni Agnes; Candra, Agata Iwan
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.v9i1.1218

Abstract

Vertical variability in layered soil profiles often influences the load-bearing performance of pile foundations, particularly for Strauss piles, which exhibit non-uniform diameters and are affected by manual drilling processes. This study aims to evaluate the relationship between depth, depth–diameter ratio (D/B), ultimate bearing capacity (Qu), and allowable bearing capacity (Qall) for B50 and B60 piles based on empirical estimations and field test results. The methodology includes cone penetration resistance (Qc) analysis, bearing capacity calculation using the Meyerhof approach, and field testing to obtain actual Qu and Qall values. The results show that bearing capacity increases with depth until approximately 4.0 m before changing at subsequent depths, with field-measured Qu values remaining lower than empirical predictions, exhibiting differences of 16.993% for B50 and 17.713% for B60. Allowable bearing capacity demonstrates a similar trend, where Meyerhof predictions consistently exceed field measurements. Analysis based on D/B ratios also reveals a consistent pattern of increasing capacity toward a critical ratio followed by changes at larger ratios. Overall, the findings indicate that depth and D/B ratio are dominant parameters controlling the bearing performance of Strauss piles in layered soil conditions.
Penyebab Keterlambatan Jasa Konstruksi Terintegrasi Rancang Bangun Revitalisasi Rusun Penjaringan (Tower A, B, E dan F) Jakarta Utara Sitepu, Barnet; 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.v9i1.1115

Abstract

Construction project delays are one of the main problems in the construction service industry in Indonesia, which have an impact on increased costs, decreased work quality, and disruption to project completion schedules. The Penjaringan Flats Revitalization Project (Towers A, B, E, and F) in North Jakarta is one example of a project that experienced time constraints due to the complexity of implementation and external factors such as the Covid-19 pandemic. This study aims to identify the factors that influence delays in the Penjaringan Flats Revitalization Design-Build Integrated Construction Services project. The research method used is a qualitative approach with descriptive analysis based on field data, supervision reports, meeting minutes, and project documentation during the 2019–2021 period. The results of the study show that there are nine main variables causing delays, namely situational factors, managerial factors, contract and document scope, planning and scheduling, materials, labor, site characteristics, control, and the Covid-19 pandemic. Of these nine variables, the five dominant factors that significantly influenced delays were cost factors, unexpected events, the experience of supervisors or field managers, and communication between contractors and consultants and between owners and contractors. The conclusion of this study confirms that cost efficiency, external risk management, and good communication and workforce competence are key factors in preventing construction project delays in the future.
Evaluasi Modulus Resilien dan Perilaku Fatigue Campuran Stone Matrix Asphalt (SMA) Menggunakan Aspal Modifikasi Asbuton Murni Lawele Qubro, Khodijah Al; Syed, Murtaza Haider; Amalia, Ghina; Nazila, Iva; Hendarto, Sri; Ramadhan, Rio; Lubis, Miftahul Jannah
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.v9i1.1291

Abstract

Pure Lawele Asbuton is a local natural asphalt with a high bitumen content and significant potential as a sustainable alternative binder for road pavement applications. This study aims to evaluate the mechanistic performance of Stone Matrix Asphalt (SMA) mixtures incorporating Lawele Asbuton through resilient modulus and fatigue resistance testing. SMA mixtures containing Lawele Asbuton were compared with mixtures using conventional Pen 60/70 asphalt and polymer-modified asphalt Starbit E-55. All tests were conducted at the Optimum Asphalt Content (OAC) determined using the Marshall method. The results indicate that SMA mixtures with modified binders exhibit superior mechanistic performance compared to Pen 60/70 asphalt. The PMA 2% mixture achieved resilient modulus values of 578 MPa at 35°C and 198 MPa at 45°C, along with a fatigue life of 242,660 cycles at a strain level of ±400 µε, which is significantly higher than that of the Pen 60/70 mixture. These findings demonstrate that pure Lawele Asbuton (PMA 2%) has strong potential as a local alternative binder capable of enhancing the structural performance and fatigue resistance of SMA mixtures.

Page 40 of 49 | Total Record : 481

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