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
 47   48   49   50   51 
Tinjauan Efektivitas Penampang Drainase Akibat Akumulasi Sedimen (Kolmatase) di Kawasan Jalan Selomangleng Afifa Zahra Qurratu’ain; Sony Susanto
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.v9i1.1200

Abstract

Urban drainage systems often experience performance degradation due to sediment accumulation (colmation), even when channel dimensions comply with design standards. This study aims to evaluate the effectiveness of the drainage cross-section affected by colmation in the Selomangleng Road area, Kediri City, and to assess the potential of an additional infiltration system as a supporting solution. The research employed a quantitative–analytical approach using hydraulic analysis based on the Manning equation to compare flow capacity under design and existing (colmated) conditions. The results indicate that channel capacity decreased from 0.62 m³/s under design conditions to 0.26 m³/s under existing conditions, resulting in a capacity loss of 0.36 m³/s and a cross-sectional effectiveness of approximately 42%. As a supplementary analysis, an infiltration trench system was designed along a total length of 350 m on both sides of the channel. With a total infiltration area of 350 m² and alluvial soil permeability of 1 × 10⁻⁵ m/s, the system provides an infiltration discharge of 0.0035 m³/s and an effective storage volume of 73.5 m³. The findings demonstrate that colmation is the primary factor reducing drainage performance, while the infiltration trench functions as a complementary solution to attenuate peak discharge and delay runoff when combined with regular channel maintenance.
Pengaruh Serat Polypropylene Terhadap Pola Retak dan Kuat Tekan Beton Berbasis Agregat Ringan Batu Apung I.G.A. Neny Purnawirati; Fajar Surya Herlambang
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.v9i2.1323

Abstract

Lightweight concrete based on pumice aggregate has relatively high compressive strength; however, it is brittle and prone to cracking under loading, which can reduce the durability and service life of structures. The addition of polypropylene fibers is expected to improve crack resistance and enhance the mechanical properties of concrete. This study aims to evaluate the effect of polypropylene fiber addition on the compressive strength, splitting tensile strength, and crack pattern of structural lightweight concrete. An experimental method was employed using polypropylene fiber contents of 0%, 0.02%, 0.04%, and 0.06% by concrete volume. Tests were conducted on compressive strength, splitting tensile strength, and crack patterns at the age of 28 days. The results indicate that the addition of 0.02% polypropylene fibers produced the highest compressive strength of 22.20 MPa and the highest splitting tensile strength of 2.56 MPa compared to concrete without fibers. The addition of polypropylene fibers was also able to reduce crack width and control crack propagation, resulting in a more ductile failure behavior. However, higher fiber contents reduced the workability of the concrete mixture and decreased compressive strength due to less uniform fiber distribution. Based on these findings, the use of 0.02% polypropylene fiber is recommended as the optimum content to improve the mechanical performance and crack resistance of structural lightweight concrete without significantly reducing workability. Further studies are recommended to investigate fiber combinations or variations in concrete strength in order to evaluate long-term durability and crack behavior.
Analisis Karakteristik Tanah Dasar pada Ruas Jalan Maduran Kabupaten Lamongan Berdasarkan Uji CBR dan Direct Shear Prima Eko Agustyawan; Rio Rahma Dhana
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.v9i2.893

Abstract

Road damage on several road sections in Lamongan Regency may be influenced by unstable subgrade conditions, particularly in areas with high water content and clayey soil characteristics. Subgrade soil with high plasticity and low bearing capacity can reduce pavement performance; therefore, laboratory testing is required to evaluate its physical and mechanical properties. This study aims to analyze the characteristics of subgrade soil on the Maduran road section in Lamongan Regency based on water content, Atterberg limits, California Bearing Ratio (CBR), and direct shear parameters. Soil samples were collected from the study location and tested in the laboratory to determine the physical and mechanical properties of the subgrade. The test results showed a water content of 16.66%, liquid limit of 35.82%, plastic limit of 1.21%, plasticity index of 34.61%, CBR value of 6.80%, shear strength of 0.72 kg/cm², internal friction angle of 15.03°, and cohesion of 0.0340 kg/cm². Based on the plasticity index, the soil is classified as high-plasticity clay, while the CBR value falls into the poor to fair category for subgrade material. Therefore, drainage improvement, proper compaction, and subgrade stabilization are recommended before pavement rehabilitation is carried out.
Analisis Pondasi Tiang Pancang Pipa Baja Jembatan Parit 3 Kec. Kuala Jambi Muhamad Ardy Pratama; Suhendra Suhendra; Dwitya Okky Azanna; Amsori M. Das; Wari Dony; Fadlan Fadlan
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.v9i2.1423

Abstract

Steel pipe pile foundations function to transfer superstructure loads to the supporting soil layer while providing resistance to axial and lateral forces. These foundations are widely used not only for buildings but also for various civil engineering structures, including bridges. The Parit 3 Bridge in Kuala Jambi District was constructed to reconnect two disconnected road sections, thereby improving local community accessibility. This study aimed to analyze the bridge structural loading and determine the bearing capacity of the steel pipe pile foundation using the Schmertmann and Nottingham method. Bridge loading calculations were performed in accordance with SNI 1725:2016, while the foundation bearing capacity was evaluated using the Schmertmann and Nottingham method. The results indicated that the maximum factored ultimate load under the Strength 1 load combination was Pu = 3,695.00 kN, equivalent to 376.79 tons. The allowable bearing capacity of a single pile was Qa = 739.538 kN, equivalent to 75.411 tons, whereas the bearing capacity of the pile group was Qg = 7,395.380 kN, equivalent to 751.841 tons. The calculated pile group bearing capacity exceeded the maximum applied load, indicating that the foundation satisfied the required bearing capacity criteria. Furthermore, both the single-pile settlement and the pile-group settlement were smaller than the allowable settlement, demonstrating that the settlement requirements were also satisfied.
Optimalisasi Waktu Proyek Pembangunan Rumah Susun dengan Metode PDM dan PERT Efrat Ananta; Gunaedy Utomo; Reno Pratiwi
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.v9i2.1342

Abstract

The construction of the Polda Kaltim apartment building requires systematic time control because the project experienced a delay from the initial contract duration of 240 calendar days. The delay was mainly caused by material distribution constraints, limited workforce availability, and the lack of optimal periodic evaluation between the planned schedule and field realization. This study aims to analyze the critical path and the probability of achieving the evaluated project duration target of 270 calendar days using the Precedence Diagram Method (PDM) and Program Evaluation and Review Technique (PERT). The research data were obtained through literature review, observation, interviews, project documents, and duration-estimation questionnaires completed by 30 respondents. The PDM method was used to identify activity dependencies and critical paths, while the PERT method was applied to calculate expected time, standard deviation, variance, and project completion probability. The results show that the expected project duration is 267 days with a standard deviation of 3.51 days. The evaluated target duration of 270 days has an achievement probability of 80%. In addition, 59 critical activities were used in the PERT variance calculation and require intensive monitoring. Therefore, the integration of PDM and PERT can be used as a scheduling tool to evaluate target-duration achievement, identify critical activities, and formulate more measurable project time-control strategies.
Perbandingan Kuat Tekan pada Beton SCC Menggunakan Bahan Zat Aditif yang Bersifat Accelerator dan Retarder dengan Metode Destructive Test Ernadi Zamzami; Hariyadi Hariyadi; Maya Saridewi Pascanawaty
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.v9i2.1472

Abstract

The ever-evolving construction industry demands innovation in high-quality, economical, and efficient concrete materials. Self-Compacting Concrete (SCC) is one solution due to its self-compacting ability. However, extreme conditions often affect the setting and hardening time of concrete, requiring the use of additives in the form of accelerators to accelerate or retarders to slow down the setting time. This study aims to analyze and compare the compressive strength values of SCC concrete using accelerator and retarder additives through a destructive test method. This study was conducted at the Civil Engineering Laboratory of the University of Muhammadiyah Mataram. The test specimens used were concrete cylinders measuring 15 cm x 30 cm with a design compressive strength of f’c = 20 MPa and an additive dosage of 0.5%. Fresh concrete characteristics testing included slump flow, J-ring, and sieved stability index. The compressive strength testing of hardened concrete was carried out using a Compression Testing Machine (CTM) at the ages of 7, 14, 21, and 28 days. The test results showed that the material and fresh concrete had met all the eligibility criteria for SCC concrete, with a slump flow distribution value of 65 cm, J-ring 67 cm, and a sieve stability index of 17.52%. The use of accelerator additives proved to be the most effective in increasing early strength and producing the highest compressive strength of 24,84 MPa on the 28th day. The use of retarder produced a compressive strength below normal concrete at the age of 7 days (14.60 MPa compared to 15.56 MPa), but showed a better increase in strength at the age of 28 days. Overall, the choice of additive type must be adjusted to the needs, accelerator is effective in accelerating hardening, while retarder is more suitable for improving long-term workability.
Model Probabilistik Penentuan Bobot Biaya Tenaga Kerja, Material, dan Peralatan pada Proyek Gedung Menggunakan Simulasi Monte Carlo Henry Maurice; Mardiaman Mardiaman
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.v9i2.1333

Abstract

The construction industry is characterized by high cost uncertainty due to material price fluctuations, labor productivity variability, design changes, and market dynamics. At the conceptual estimating stage, project cost structures are commonly determined using deterministic approaches based on historical averages, which fail to adequately represent real-world variability. This study aims to develop a probabilistic model for determining the weight of labor, material, and equipment costs in three-story building projects using Monte Carlo simulation based on empirical data from 16 completed projects. The methodology includes descriptive statistical analysis to obtain distribution parameters, goodness-of-fit testing for selecting appropriate probability distributions, and a 1,000-iteration Monte Carlo simulation applied to a normalized composite cost structure index. The results indicate average cost proportions of 40.57% for labor, 34.53% for materials, and 11.45% for equipment, with substantial variation across projects. The simulation produced a mean composite index value of 116.98 with a P10–P90 interval ranging from 74.25 to 157.30, indicating moderate to high cost uncertainty. The proposed model is recommended as a confidence-level–based conceptual estimating baseline to enhance budget planning accuracy and cost risk management in low-rise building projects.
Optimalisasi Waktu dan Biaya Proyek Gelora Ahmad Yani Mojokerto Menggunakan Metode Time Cost Trade Off Susila Bayu Aji; A'izzatul Khiyana; Totok Yulianto; Titin Sundari
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.v9i2.1418

Abstract

The Gelora Ahmad Yani Infrastructure Project in Mojokerto experienced delays from week 5 to week 7, which could extend the project duration and increase construction costs. These delays required a measurable time and cost control evaluation to ensure more efficient project completion. This study aimed to determine the most optimal acceleration alternative for the project using the Time Cost Trade Off (TCTO) method. The research data consisted of the Budget Plan, project schedule, progress reports, working-hour data, and heavy equipment data. The analysis was conducted on critical path activities by comparing acceleration scenarios involving 1, 2, 3, and 4 hours of overtime work and the addition of a mini roller. The results show that the normal project condition had a duration of 90 days with a total cost of IDR 870,542,000.00. The most optimal alternative was the addition of heavy equipment, which produced a final duration of 25 days, representing an acceleration of 65 days or 72.22%. The total project cost decreased to IDR 843,848,152.79, with a saving of IDR 26,693,847.21 or 3.07% compared with the normal cost. Therefore, adding a mini roller is recommended as a more effective acceleration strategy, particularly for critical paving activities.
Optimasi Fasad Bangunan untuk Efisiensi Energi Berdasarkan Analisis OTTV pada Ruang Dosen Politeknik Negeri Sriwijaya Nurlatifah Fajriaty Ronyta; Ricky Ravsyan Alhafez; Karina Karina; Ria Dwi Putri; Doni Sastra
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.v9i2.1332

Abstract

Building facade optimization plays an essential role in improving the energy efficiency of buildings, particularly in tropical regions such as Indonesia, which experience high solar radiation intensity. Educational institution buildings, such as the Lecturer Room of the D-IV Building Architecture Program at Politeknik Negeri Sriwijaya, Keramasan Campus, represent one of the building types with high energy demand for thermal comfort and lighting. The urgency of this research lies in the need for façade design strategies that can reduce cooling loads without compromising thermal and visual comfort, while also complying with energy efficiency standards through the calculation of the Overall Thermal Transfer Value (OTTV). This study aims to examine and optimize the building facade design based on OTTV values in accordance with SNI 03-6389-2011 and the Ministry of Energy and Mineral Resources Regulation (Permen ESDM) No. 02/2021. The research employs a quantitative approach consisting of field surveys, physical data collection of the building, thermal modeling, and simulation of façade optimization through the combination of shading devices and low-e glass. The results show that the existing façade design has an OTTV value of 43.21 W/m², exceeding the maximum limit of 35 W/m². After optimization through the application of horizontal shading devices and the use of low-e glass, the OTTV value decreased to 32.87 W/m², meeting the energy efficiency standard. This research provides recommendations for energy-efficient facade design and serves as a reference for designing educational buildings in hot-humid tropical climates. The findings are expected to contribute to the development of sustainable architectural design practices within campus environments.
Evaluasi Standar Pelayanan Minimum dan Tingkat Kepuasan Penumpang terhadap Fasilitas Pelayanan di Terminal Kepuhsari Kabupaten Jombang Adam Niestera Mahajana; Nugroho Utomo; fithri estikhamah
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.v9i2.1448

Abstract

Kepuhsari Terminal in Jombang Regency plays a strategic role as a Type B passenger terminal serving Rural Transportation, Inter-City Within Province (AKDP), and Inter-City Between Provinces (AKAP) services. However, the terminal's facilities and operations still exhibit several deficiencies, including inadequate waiting areas, damaged and poorly maintained sanitation facilities, limited service information, and insufficient maintenance. These conditions reduce the comfort and safety of terminal users. This study aimed to evaluate the conformity of the terminal's physical facilities with the Minimum Service Standards (MSS) stipulated in the Minister of Transportation Regulation No. PM 40 of 2015 and to analyze passenger satisfaction with the terminal services. A quantitative descriptive approach was employed. Data were collected through field observations to assess the physical condition of the terminal based on the MSS and through questionnaires administered to 100 users of Kepuhsari Terminal. The data were analyzed using Importance–Performance Analysis (IPA) to identify service attributes requiring priority improvement and the Customer Satisfaction Index (CSI) to measure overall passenger satisfaction. The IPA results showed that the average facility performance score was 2.65, while the average importance score was 3.30. The CSI value was 53.02%, which falls within the 40%–60% range and indicates a moderately satisfied level of passenger satisfaction. These findings suggest that the quality of services at Kepuhsari Terminal requires further improvement, particularly for service attributes with high importance but relatively low performance.

Page 49 of 54 | Total Record : 537

 47   48   49   50   51 

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