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 537 Documents
 50   51   52   53   54 
Integrasi Data Pemeriksaan Geometri dan Estimasi Waktu–Biaya pada Perencanaan Pemeliharaan Jembatan Jalan Tol Layang MBZ Dian Dian; Mardiaman Mardiaman; Hikma Dewita
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.1452

Abstract

Condition-based bridge maintenance requires the integration of information on the actual structural condition, implementation time, and costs to ensure effective and efficient infrastructure asset management. This study aims to analyze the integration of geometric inspection data with time and cost estimates in the maintenance planning of the Sheikh Mohammed Bin Zayed (MBZ) Elevated Toll Road Bridge. The study employed a qualitative approach with a case study design. Secondary data were obtained from the contractor, including geometric measurement results collected using a Robotic Total Station (RTS), dual-frequency geodetic GPS, and a digital level, as well as the Bill of Quantities (BoQ), project schedule, and other technical documents. Data were collected through document analysis and analyzed using the interactive model of Miles, Huberman, and Saldaña, consisting of data condensation, data display, and conclusion drawing and verification. The results show that geometric inspection data can be integrated with project schedule and budget information within a unified maintenance-planning information framework. The geometric inspection, data processing, and preparation of the maintenance plan were completed within 90 calendar days at a total cost of IDR 965,061,750. The integration of geometric, time, and cost data provides more structured planning information to support the implementation of condition-based maintenance. However, the integration remains at the planning-information level and does not yet establish a quantitative relationship between geometric changes and the type, volume, duration, and cost of physical repair works. This study strengthens the application of condition-based maintenance and integrated asset management and provides practical implications for toll road operators in improving planning accuracy and bridge maintenance efficiency.
Analisis Kapasitas Sungai terhadap Pengendalian Debit Banjir (Studi Kasus Sungai Kendal) Nicko Fadhil Muhammad; Elsa Lailatut Tohiroh; Pipit Skriptianata P.P; Agus B. Siswanto
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.1488

Abstract

Kendal Regency is located on the north coast of Java and is administratively divided into 20 districts, 265 villages, and 20 urban villages. The topography of Kendal Regency varies significantly, ranging from lowlands in the north to hilly terrain in the south. High annual sedimentation in the river channel—caused by soil erosion in the upstream areas of the Kendal watershed—can reduce the river's capacity to accommodate flood discharge. This study aims to determine the design flood discharge for the Kendal River, analyze the river's cross-sectional capacity to handle this discharge using HEC-RAS modeling, evaluate the existing capacity, and identify necessary improvements such as river normalization or levee raising. The methodology involved hydrological analysis to determine flood discharge for specific return periods and hydraulic analysis to evaluate both existing and proposed river cross-sections. The calculated design flood discharges for the Kendal River—using the Rational Method for return periods of 2, 5, 10, and 20 years—were 149.766 m³/s, 198.220 m³/s, 229.055 m³/s, and 255.484 m³/s, respectively. HEC-RAS hydraulic modeling results indicate that the existing Kendal River cross-section is incapable of accommodating the design flood discharge for these return periods; specifically, the analysis shows that the current capacity is insufficient to manage the Q20 flood event. Consequently, river normalization is recommended; a proposed normalization alternative featuring a trapezoidal cross-section—with a base width of approximately 10 meters, a top width of approximately 20 meters, and a depth of approximately 6 meters—demonstrated increased capacity in HEC-RAS simulations.
Analisis Risiko Keselamatan dan Kesehatan Kerja pada Produksi Tiang Pancang Pracetak dengan Metode HIRARC Chalsi Mala Sari; Mochamad Gaharu Dida Devedo; Johannes E. Simangunsong; Lidwina Putri Astani; Ananda Ion Jahfal; Muhammad Ibadurrahman Arrasyid Supriyanto
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.1531

Abstract

The precast concrete industry involves the use of reinforcement-processing machinery, prestressing systems, batching plants, overhead cranes, heavy equipment, and lifting and material-handling activities that may pose occupational accident risks. This study aims to identify hazards, assess risk levels, and formulate risk-control recommendations for the precast pile production process at PT X, Kutai Kartanegara. A qualitative descriptive approach was employed using the Hazard Identification, Risk Assessment, and Risk Control (HIRARC) method. Data were collected through field observations, documentation, and interviews with four respondents selected through purposive sampling, consisting of one section head, one operator, and two workers. Risk levels were determined by combining the likelihood of occurrence and the severity of consequences using a scale of 1–5. The study identified 65 potential risks, comprising 15 risks associated with material and equipment inspection, 6 risks related to reinforcement work, 9 risks arising from mould preparation and reinforcement installation, 22 risks associated with concrete casting and curing, and 13 risks related to mould dismantling, quality control, and product storage. The assessment results classified 40 risks as low, 14 as moderate, 6 as high, and 5 as extreme. The extreme risks were primarily associated with the snapping or recoil of PC strands, workers being struck by concrete buckets or precast piles, the manual installation of lifting hooks, and the movement of cranes, excavators, and stacked products. The recommended priority controls include reducing hazardous manual activities, establishing exclusion zones and safety barriers, installing crane guide rails and warning alarms, developing lifting standard operating procedures, providing blind-spot awareness training, installing safety signage, and ensuring the appropriate use of personal protective equipment.
Analisis Daya Dukung Fondasi Foot Plate Menggunakan Metode Meyerhof dan Terzaghi Studi Kasus RSJ Mutiara Sukma Sukma Dewi Rahmawati; Hariyadi Hariyadi; Hafiz Hamdani
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.1522

Abstract

A foundation is a structural element that transfers building loads to the soil layer, thereby ensuring the stability of the construction. The foot plate foundation is a type of shallow foundation commonly used for low- to medium-rise buildings. This study aims to analyze the bearing capacity of foot plate foundations using the Terzaghi and Meyerhof methods and to compare the calculation results from both methods within the context of the construction of the Drug Rehabilitation Building at Mutiara Sukma Psychiatric Hospital, Mataram City. The study employs a quantitative method with a comparative analysis approach. The data utilized consists of secondary data from Cone Penetration Tests (CPT/sondir) and foundation design drawings. The Meyerhof and Terzaghi methods yielded different bearing capacity values at each testing point; these differences are attributable to the specific equations, soil parameters, and correction factors employed. This study could not determine the most representative method, as no validation was performed using load tests or actual settlement data. Regarding the allowable bearing capacity of the shallow foundations, the highest values were obtained using the Terzaghi method: 15,749.5 kN at point 1 (compared to 12,879.92 kN via Meyerhof). At point S2, the values were 3,180.57 kN (Terzaghi) and 2,202.51 kN (Meyerhof); at point S3, they were 6,580.49 kN (Terzaghi) and 5,582.46 kN (Meyerhof); and finally, at point S4, the values were 6,580.49 kN (Terzaghi) and 5,063.29 kN (Meyerhof).
Daya Dukung Fondasi Dangkal dan Dalam Gudang Air Minum dalam Kemasan (AMDK) Kota Malang Arif Wahono; Fx. Hevie Dwi Novianto; Adi Setio
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.1514

Abstract

Foundation design plays a crucial role in ensuring structural stability and safety, particularly for industrial buildings constructed on cohesive soils. Soil characteristics significantly influence the selection of foundation types and their bearing capacities; therefore, an evaluation of both shallow and deep foundations under the same soil conditions is required. This study aims to determine the bearing capacity of shallow foundations using Standard Penetration Test (SPT) data, evaluate the bearing capacity of deep foundations based on Cone Penetration Test (CPT) data, and analyze the effect of foundation dimension variations for the planned Bottled Drinking Water (AMDK) warehouse in Malang City. The study employed a quantitative descriptive approach using secondary data obtained from geotechnical investigations and laboratory testing. The bearing capacity of shallow foundations was analyzed using the Terzaghi method, while the bearing capacity of deep foundations was calculated using an empirical approach based on CPT data. The results indicate that the bearing capacity of shallow foundations at a depth of 5 m ranges from 15.1 to 32.1 t/m² for strip foundations, 19.1 to 37.0 t/m² for circular foundations, and 19.1 to 37.4 t/m² for square foundations. Meanwhile, the bearing capacity of deep foundations at a depth of 10 m ranges from 399.07 to 1,617.29 tons, depending on the pile diameter used. The findings demonstrate that the Terzaghi method remains a relevant preliminary approach for evaluating foundation bearing capacity in relatively homogeneous cohesive soils. These results may serve as an initial reference for selecting alternative foundation systems; however, further verification is still required during the detailed planning and design stages.
Karakteristik Kuat Tekan Beton Menggunakan Serbuk Besi dengan Bahan Tambah Bestmittel Muhammad Husein Saputra; Sartika Nisumanti; Febryandi Alfuady
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.936

Abstract

Concrete, a widely used building material, is prized for its exceptional compressive strength. The field of solid and sustainable infrastructure is seeing swift progress in concrete technology. Numerous ideas and innovations have emerged to enhance concrete quality, including the incorporation of iron powder as a substitute material. This substitution aims to modify concrete's characteristics and improve its strength and hardening time. The research into the compressive strength of concrete using iron powder involved an experimental technique. Findings from this research indicate that a concrete mix containing 7.2% iron powder and 0.7% bestmittel achieved a compressive strength of 28.75 MPa after 28 days. This demonstrates that both iron powder and bestmittel positively influence the compressive strength of concrete. Additionally, the optimal mixture, 7.2% iron powder combined with 0.7% bestmittel, resulted in a compressive strength of 28.75 MPa, reflecting a 3.19% increase compared to standard concrete.
Perencanaan Ulang Struktur Gedung Rumah Susun Negara Kementerian Keuangan 25 Lantai Tahan Gempa Menggunakan Sistem Ganda (Dual System) di Jakarta Barat Rizci Purna Dewanti; Dedy Rutama; Agastyasa Ghea Amarta
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.1519

Abstract

Urban population growth has driven a high demand for vertical housing that is efficient and highly resilient to lateral loads. The Ministry of Finance's State Apartment Building in West Jakarta, initially constructed with 12 stories, is being redesigned into a 25-story structure to optimize land utilization. This study aims to design the main structural elements of the upgraded building using a Dual System while performing comprehensive structural performance evaluations in accordance with seismic resistance standards. The analysis employed the dynamic response spectrum method via ETABS v22.7, incorporating West Jakarta's specific seismic parameters for soft soil conditions (Site Class SE). Furthermore, the structural model was integrated into Building Information Modeling (BIM) using Autodesk Revit 2025 to generate reinforcement detailing and material quantity estimates. Analytical results demonstrate that the redesigned structural elements successfully satisfy all performance criteria. Story drift remains within safe boundaries, the structure maintains stability against P-Delta effects, and the Strong Column-Weak Beam principle is well fulfilled. The implementation of the Dual System yielded a Special Moment Resisting Frame (SMRF) participation of 79.8% in the X-direction and 53.8% in the Y-direction. Additionally, it restricted the maximum story drift to 50.204 mm well below the 72 mm allowable limit—proving its effectiveness in providing the requisite lateral stiffness and ductility. Overall, the structural design strictly conforms to SNI 1726:2019, SNI 1727:2020, SNI 2847:2019, and SNI 2052:2024 provisions. The BIM integration also successfully produced technical working drawings and highly accurate Quantity Take-Off (QTO) calculations.

Page 54 of 54 | Total Record : 537

 50   51   52   53   54 

Filter by Year

2018 2026


Reset
Filter By Issues
All Issue Vol 9, No 2 (2026): Agustus 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