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
 49   50   51   52   53 
Pengaruh Abu Sekam Padi Sebagai Substitusi Abu Terbang (Fly ash) Terhadap Nilai Kuat Tekan Beton Geopolimer Agustinus Sungsang Nana Patria; Pramesta Armanisag Pangestuti; Hafidz Fachruldyarsah Basthomi
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.v9i2.1410

Abstract

Conventional concrete uses cement as the primary binding material, which produces significant carbon dioxide (CO₂) emissions and contributes to environmental problems. One environmentally friendly alternative is geopolymer concrete that utilizes pozzolanic materials such as fly ash and rice husk ash as binding materials. This study aims to determine the effect of rice husk ash as a substitution for fly ash on the compressive strength of geopolymer concrete. The research was conducted experimentally using cylindrical specimens with a diameter of 15 cm and a height of 30 cm, with rice husk ash variations of 0%, 5%, 10%, and 15% by weight of fly ash. Compressive strength testing was carried out at the ages of 7 and 28 days using a Compression Testing Machine (CTM). The results showed that increasing the percentage of rice husk ash tended to reduce the compressive strength of geopolymer concrete under both curing methods. Under ambient curing conditions, the 28-day compressive strength decreased from 15.85 MPa for GP0 to 5.66 MPa for GP15. Under oven curing conditions, the 28-day compressive strength decreased from 37.795 MPa for GP0 to 7.925 MPa for GP15. In addition, the observed crack patterns were cone and cone and split. These findings indicate that the use of rice husk ash as a partial substitution for fly ash affects the mechanical properties of geopolymer concrete, particularly its compressive strength.
Studi Evaluasi Ketersediaan Lahan Parkir dalam Menentukan Kapasitas Kendaraan di Pasar Tradisional Sendangrejo Ngimbang Dani Fariansa; Ahmad Ridwan; 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.v9i2.1427

Abstract

Sendangrejo Ngimbang Market is one of the traditional markets with relatively high activity in Ngimbang District. Market visitors come not only from the surrounding area but also from other districts, such as Sambeng, Bluluk, and Sukorame. These activities generate a demand for parking space that needs to be evaluated to prevent disruption to traffic flow around the market area. This study aims to evaluate the availability of parking space in determining vehicle capacity at Sendangrejo Ngimbang Traditional Market. A quantitative method was applied through a field survey conducted over 7 observation days on January 4, 6, 11, 13, 22, 25, and 31, 2026, from 07:00 to 12:00 WIB. The analyzed parameters included parking accumulation, parking duration, parking volume, parking index, and parking turnover rate. The results showed that the highest motorcycle parking accumulation during the observation period was 66 vehicles out of a capacity of 165 vehicles, while the highest car parking accumulation was 4 vehicles out of a capacity of 4 vehicles. The highest motorcycle parking index was 40.00%, whereas the highest car parking index reached 100.00% on one observation day. Therefore, motorcycle parking space remains sufficient, while car parking reaches full capacity at certain times. Accordingly, better car parking arrangement, separation of parking areas by vehicle type, and control of on-street parking are required to prevent market activities from disrupting surrounding traffic flow.
Analisis Bangkitan Pergerakan Penduduk Berdasarkan Karakteristik Rumah Tangga di Kelurahan Morokrembangan Kota Surabaya Revi Ayu Amelia; Theresia Maria C.A; Ratih Sekartadji; Kurnia Hadi Putra
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.v9i2.1400

Abstract

The ongoing population growth leads to high levels of community activity and mobility, especially in densely populated urban areas. Morokrembangan Village in Surabaya City is an area with significant traffic, supported by dense settlements and strategic access via Jalan Gresik, a connecting route between Surabaya and Gresik. To date, no study has specifically identified the magnitude of population activity by household characteristics in Morokrembangan Village, nor its relationship to population movement patterns supporting daily activities. Therefore, this study aims to analyze the characteristics and population movements based on household conditions. The method used is quantitative with probability sampling and simple random sampling techniques. Data analysis was carried out using validity and reliability, correlation, multiple linear regression, coefficient of determination, F and t tests, and SPSS Statistics 26. The results showed that the number of family members, trip purpose, and trip destination significantly influence population movement. Travel activities are dominated by work purposes, with the highest travel time in the morning, and the majority of movements occur in the North Surabaya area. Regression results indicate that the number of family members, trip purpose, and trip destination have a positive direction of influence on daily household trips, with regression coefficients of 0.511, 0.857, and 0.139, respectively. These findings can inform more effective and sustainable transportation planning and infrastructure development in the region.
Sifat Mekanik Beton dengan Substitusi Limbah Kaca dan Penambahan SikaCim Concrete Additive Restu Anggara; Hariyadi Haryadi; Adryan Fitrayudha
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.v9i2.1496

Abstract

The demand for high-strength concrete in Indonesia continues to grow, yet the exploitation of natural sand as fine aggregate poses a risk of environmental damage, creating a need for alternative materials. This study aims to analyze the effect of glass waste substitution on the mechanical properties of high-strength concrete (design f'c of 40 MPa) with SikaCim Concrete Additive. The method used was a laboratory experiment on cylindrical specimens (10×20 cm) with glass waste substitution for fine aggregate at 0%, 10%, 20%, and 30%, including slump testing, compressive strength testing (Compression Testing Machine), and splitting tensile strength testing at 7, 14, 21, and 28 days. The results showed that compressive strength decreased consistently as the substitution level increased, from 37.66 MPa (normal concrete) to 35.37 MPa (10%), 34.01 MPa (20%), and 33.67 MPa (30%), a decline of up to 10.59%. In contrast, splitting tensile strength followed a non-monotonic pattern: it dropped sharply at 10% substitution (3.56 MPa; a 20.54% decrease), then rose again at 20% (3.74 MPa) and 30% (4.30 MPa), approaching the value of normal concrete (4.48 MPa), with the highest ft/√f'c ratio occurring at 30% substitution (0.741), exceeding that of normal concrete (0.730). It is concluded that within the 0–30% substitution range, glass waste did not produce an optimum point that increased compressive strength above that of normal concrete, but at 30% it provided a relatively better balance between compressive and splitting tensile strength, indicating that the feasibility of using glass waste cannot be assessed from compressive strength alone.
Determinasi Hambatan Penerapan Konsep Green Building pada Proyek Konstruksi di Indonesia Timur Glady Oei; Nectaria Putri Pramesti
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.v9i2.1318

Abstract

Global climate change encourages the implementation of the green building concept as a strategy to reduce greenhouse gas emissions in the construction sector. However, its implementation in the Eastern Indonesia region still faces various obstacles. This study aims to analyze the influence of barrier factors on the level of barriers to the implementation of the green building concept and to identify the most dominant factor. The approach used is quantitative with an explanatory research design. Data were collected through questionnaires from 94 respondents consisting of contractors and consultants in Eastern Indonesia. The analysis was conducted using the Structural Equation Modeling–Partial Least Square (SEM-PLS) method. The results show that technical, educational, economic, and technological factors have a significant effect on the level of barriers to green building implementation, while regulatory factors do not have a significant effect. The economic factor becomes the most dominant barrier, indicated by the highest path coefficient value compared to other variables. These findings indicate that the aspects of initial investment costs and limited financing remain the main considerations in the implementation of green building in the region. Academically, this study enriches the study of barriers to green building implementation in Eastern Indonesia, which is still limited, while also strengthening the use of SEM-PLS in structural model analysis in sustainable construction studies.
Analisis dan Pemeringkatan Faktor Kritis yang Mempengaruhi Mutu Pengelasan Struktur Baja Menggunakan Relative Importance Index (RII) Muhammad Firdaus; 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.v9i2.1422

Abstract

Welding quality plays a crucial role in determining the strength, safety, and long-term performance of structural steel construction. Welding defects may lead to rework, project delays, additional costs, and reduced structural reliability. Therefore, identifying and prioritizing the factors influencing welding quality is essential for improving construction performance and quality management practices. This study aims to identify and rank the critical factors affecting structural steel welding quality using the Relative Importance Index (RII) method. A quantitative survey approach was employed in this study. Data were collected from 100 construction professionals, including engineers, welders, quality control personnel, welding inspectors, supervisors, and project practitioners involved in structural steel works. The questionnaire was developed based on the AWS D1.1 standard and relevant literature and distributed through Google Forms via WhatsApp between March and April 2026. The research instrument consisted of 24 causal-factor indicators grouped into six dimensions, namely technical aspects, documentation, human resources, supervision, management, and work environment, as well as five welding-quality outcome indicators. Reliability testing showed that the overall instrument achieved a Cronbach’s Alpha value of 0.984, indicating excellent internal consistency. The results of the Relative Importance Index analysis revealed that the five most influential factors affecting welding quality were quality control supervision before, during, and after welding activities, cleanliness of the welding area from contaminants, compliance with AWS D1.1 standards, availability of competent welding inspectors, and the use of calibrated and well-maintained welding equipment. These findings indicate that welding quality is influenced not only by technical factors but also by effective supervision systems, personnel competency, and adherence to quality management procedures. The study provides practical guidance for contractors, consultants, owners, and quality management teams in prioritizing quality improvement strategies for structural steel welding projects.
Identifikasi dan Pengelolaan Risiko Lokasi Proyek di Wilayah Bali: Pendekatan Kualitatif Melalui Wawancara Mendalam dengan Para Manajer Proyek M. Alit Suryawan
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.v9i2.1350

Abstract

This study aims to explore the identification and management of location-based risks in construction projects in Bali through a qualitative approach using in-depth interviews with ten experienced project managers. As an internationally recognized tourism destination, Bali possesses complex and multidimensional risk characteristics encompassing physical-geographical, socio-cultural-customary, and regulatory-permitting aspects. The research employed a phenomenological study design to understand the practical experiences of project managers in dealing with location-related risks directly in the field. The findings reveal three primary clusters of location risks consistently encountered by project managers, namely physical-geographical risks, socio-cultural-customary risks, and regulatory and permitting risks. Socio-cultural risks rooted in local customary systems such as desa pakraman, awig-awig, and the Tri Hita Karana concept emerged as the main distinguishing factors compared to other regions in Indonesia, as they directly affect project schedules, costs, and design processes. In addition, dynamic regulations and Bali’s disaster-prone geographical conditions further increase the complexity of construction project management. The risk management strategies implemented by project managers are adaptive and contextual, emphasizing the involvement of customary communities from the pre-construction stage, periodic updates of the risk register, and the application of combined avoidance, mitigation, and acceptance strategies based on the characteristics of each risk. This study contributes to the development of a locality-based risk management framework relevant to construction projects in tourism areas across Indonesia while highlighting the importance of integrating local cultural aspects into modern risk management practices.
Perencanaan Penerapan Simpang Ber-APILL dengan Pendekatan PKJI 2023 Dan VISSIM (Studi Kasus: Simpang 4 Jalan Raya Mataram-Tanjung) Mauliddah Alaras; Titik Wahyuningsih; Aulia Muttaqin
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.v9i2.1508

Abstract

The Lendang Bajur Four-Leg Intersection is one of the main intersections connecting Mataram City with the Senggigi tourism area and North Lombok, resulting in relatively high traffic volumes, particularly during peak hours. These conditions may increase traffic conflict and reduce intersection performance. This study aims to analyze the existing intersection performance and evaluate the implementation of a traffic signal system using the Indonesian Highway Capacity Manual (PKJI 2023) and PTV VISSIM simulation software. The research began with traffic volume surveys and geometric measurements, followed by analyses of capacity, degree of saturation, delay, and signal cycle time based on PKJI 2023. The proposed signal timing was subsequently modeled using PTV VISSIM to evaluate the operational performance of the intersections. The analysis produced an optimum signal cycle time of 49 seconds, with an average approach delay ranging from 21.26 to 34.21 seconds per vehicle. The VISSIM simulation indicated that several traffic movements still experienced relatively high vehicle delays due to traffic movement characteristics and operational conditions at the intersections. The differences between PKJI 2023 and PTV VISSIM results are attributed to their different analytical approaches, indicating that both methods complement each other in evaluating intersection performance. The findings are expected to provide a reference for planning signalized intersections with similar traffic characteristics.
Prediksi Progres Aktual Proyek Konstruksi pada Tahap Awal Durasi Menggunakan Earned Value Management Ery Alfred Ibrahim; 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.v9i2.1374

Abstract

This study is motivated by the limitations of previous research, which has predominantly focused on project performance evaluation during the execution or completion stages, while the capability of Earned Value Management (EVM) to predict project progress in the early phase remains underexplored. The objective of this study is to analyze and predict the actual progress performance of construction projects during the early stage of project duration. The research adopts a quantitative descriptive-analytical approach by utilizing key EVM indicators, namely Planned Value (PV), Earned Value (EV), and Schedule Performance Index (SPI), along with the development of a predictive model based on cumulative average performance (SPI_avg). The study was conducted on three public building construction projects with durations ranging from 52 to 68 weeks, with evaluation points set at 10% to 50% of the total project duration. The results indicate that the accuracy of the prediction model is highly influenced by the stability of SPI values during the early stage. Projects with stable performance produce lower prediction errors (approximately 20–45%), whereas projects with high performance fluctuations exhibit significantly higher errors (greater than 60%). Projects experiencing extreme acceleration in the early phase tend to produce overestimated predictions due to bias in SPI values. This study recommends the use of more adaptive prediction models, as well as the integration of complementary methods such as Earned Schedule, to improve prediction accuracy under fluctuating project conditions.
Pengaruh Substitusi Pasir Limbah Tailing Emas Sebagai Agregat Halus terhadap Sifat Mekanik Beton Normal Riko Ardiansyah; Hariyadi Hariyadi; Nurul Hidayati
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.v9i2.1468

Abstract

The increasing demand for natural sand as fine aggregate in concrete mixtures encourages the utilization of more environmentally friendly alternative materials, one of which is gold mining tailings waste sand. This study aims to analyze the effect of substituting gold mining tailings waste sand as a partial replacement for fine aggregate on the fresh concrete characteristics and mechanical properties of normal concrete. The research was conducted experimentally using four mixture variations, namely normal concrete, BTL 10%, BTL 20%, and BTL 30%. The concrete mix design referred to SNI 03-2834-2000, while the specimens were cylindrical with dimensions of 150 mm × 300 mm and tested at the age of 28 days. The parameters tested included slump value, fine aggregate specific gravity, compressive strength, and splitting tensile strength. The results showed that normal concrete had the highest compressive strength of 20.27 MPa, while the 10% tailings variation decreased by 9.22% to 18.40 MPa, the 20% variation decreased by 4.75% to 19.31 MPa, and the 30% variation decreased by 0.09% to 20.25 MPa. In the splitting tensile strength test, normal concrete had a value of 1.72 MPa, while the 10%, 20%, and 30% variations had values of 1.75 MPa, 1.73 MPa, and 1.72 MPa, respectively. These results indicate that the use of gold mining tailings waste sand up to 30% is still capable of producing compressive strength nearly equivalent to normal concrete, while the 10% substitution provided the highest increase in splitting tensile strength of 1.37% compared to normal concrete. This study demonstrates that gold mining tailings waste sand has the potential to be utilized as an environmentally friendly alternative fine aggregate material without significantly reducing the mechanical properties of concrete

Page 51 of 54 | Total Record : 537

 49   50   51   52   53 

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