cover
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
ISSN : -     EISSN : 26151634     DOI : https://www.doi.org/10.33087/talentasipil
This journal publishes scientific articles on research results and reviews covering the fields of engineering
Articles 481 Documents
Penerapan Building Information Modeling (Bim) 5D pada Manajemen Biaya Proyek dalam Dunia Konstruksi Irika Widiasanti; Mochamad Aldi Wijaya; Serina Anggraini; Olivia Aziza Balqis; Richard Yordan Suryapratama; Bagus Tri Prasetya
Jurnal Talenta Sipil Vol 6, No 2 (2023): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v6i2.299

Abstract

The development of construction in Indonesia today there are still many problems that occur in the implementation of construction. One of them is the problem of project cost budget. Project budget problems are often a failure factor where the cost increase is large and detrimental if the planning process is wrong.  Moreover, errors in project cost management can cause project termination due to lack of funds or cost overrun.  The development and innovation of the construction world today introduces Building Information Modeling (BIM) as a solution to overcome various problems in the construction sector that occur today.  This study used qualitative research methods with descriptive analysis techniques and library research.  The results of this study explain that Building Information Modeling (BIM) can be applied to all fields of construction work, both new projects and renovation projects.
Kajian Kebutuhan Tenaga Kerja Proyek Bangunan Gedung Menggunakan AHSP 2016 Ria Zulfiati; Annisaa Dwiretnani; Ilham Iman Patra
Jurnal Talenta Sipil Vol 6, No 2 (2023): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v6i2.328

Abstract

Construction work can run well if it is supported by good human resource selection factors. If a job without the support of good human resources in terms of quality and productivity, the results obtained will not be optimal and will not be satisfactory. Not only that, the inappropriate use of human resources can cause huge losses to construction projects. To regulate or manage the use of human resources to be more efficient, the contractor must know the level of productivity of each worker. This study aims to determine the coefficient of analysis of the unit price of labor in the field and SNI 2016 and to compare the coefficient of analysis of the unit price in the field and SNI 2016. The research was conducted on a rehabilitation project for facilities and infrastructure in the Sungai Gelam campground area, Jambi province. The data used consists of primary data, namely interview data and secondary data, which consists of work drawings, reports, analysis of work unit prices and RAB. The data obtained were analyzed using the Time & Motion Study method. From the results of the analysis, the results of the evaluation of the need for labor in the field were based on SNI, namely for the coefficient of labor in the field for plastering Ad 1:4 work, it was 0.1411 OH, while based on SNI it was obtained. 0.2550 OH. for the coefficient of labor in the field on the work of Stone Pair 1 stone Ad 1:4 it gets 0.3025 OH while based on SNI it gets 0.4250 OH. Based on the calculation, the coefficient in the field is smaller than the coefficient of the analysis of the SNI work unit price.
Faktor Pengelolaan Operasi dan Pemeliharaan Irigasi Di Kabupaten Tanah Datar Revi Arianto; Nasfryzal Carlo; Zuherna Mizwar
Jurnal Talenta Sipil Vol 6, No 2 (2023): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v6i2.329

Abstract

In recent years, the Tanah Datar district government has focused more on the physical implementation of irrigation area development and has not prioritized the budget for operating and maintenance costs so that there are still many Irrigation Areas (DI) whose irrigation infrastructure is not functioning properly with a high level of network damage that requires high costs. In addition, low awareness of the provision of operational and maintenance (OP) funds, limited human resources for OP staff, and the participation of groups of farmers using water (P3A) or a combination of groups of farmers using water (GP3A) is also not optimal. In order to function optimally and can be used for a long time, the irrigation that has been built needs to be maintained and managed systemically and to develop an optimal operating and maintenance management framework. The purpose of this study was to identify the dominant factors and factors that influence the operation and maintenance of irrigation networks in Tanah Datar District, as well as to optimize the operation and maintenance of the network. This study used a quantitative method by distributing questionnaires to respondents. The results of the research conducted revealed that there were 2 factors that influenced the operation and maintenance of irrigation networks in Tanah Datar Regency, namely the condition of physical infrastructure and supporting facilities and P3A Personnel Organization and Institutions..
Studi Komparatif Daya Dukung Pondasi Tiang Pancang Berdasarkan Hasil Pile Driving Analyzer Test dan N-SPT Muhammad Zulfiqar; Mahfuz Hudori
Jurnal Talenta Sipil Vol 6, No 2 (2023): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v6i2.259

Abstract

The construction of the skidway in the southern part was planned using a pile foundation on the lower structure. Piles are used to channel the load received by the above part of the structure into the ground. The foundation of the structure must have a mast carrying capacity greater than the plan load that the foundation is capable of accepting. This research is important to find out whether the different methods implemented in the field produce different soil carrying capacity. This research will discuss the comparison of pile carrying capacity with field data and testing the carrying capacity of pole foundations. The method of accurate carrying capacity measurement is carried out by static loading with a test method with a loading scale of 2-3 times the planned load. Another method that can be done is HSDPT, which is a high strain dynamics pile test or a pile driving analyzer (PDA) Test. The test results of the analysis showed that there was only a 1% difference in results through an empirical approach with testing with CAPWAP and PDA tests on the southern cpp deck expansion project. The conclusion of this research that the difference in the method used does not have a large enough deviation to the results obtained when construction is carried out in the field.
Analisis Kepuasan Pengguna Feri Penyeberangan Mintin Kabupaten Pulang Pisau Pratama, Ramadani; Elvina, Ina; Supiyan, Supiyan
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.426

Abstract

As a form of public transportation, the operation of ferry services often attracts public attention. One of them is the public's complaint about the operation of the Mintin crossing line where the service system takes a long time, causing passengers to queue at the port or wait a long time on the crossing ferry. This study aims to analyze the satisfaction of users of the Mintin ferry crossing in Pulang Pisau Regency. The method used is Importance Perfomance Analysis (IPA) In the reliability variable, the performance dimension of the respondent answered 58.46% quite satisfied and in the importance dimension 84.40% stated very important. The assurance dimension, the performance respondent answered 64.25% satisfied and the importance dimension 91.10% stated that it was very important. The empathy dimension, the performance dimension, the respondents answered 68.70% satisfied and at the importance dimension 89.60% stated that it was very important. The dimension of responsiveness, at 58.60% performance is quite satisfied and at 87.00% importance states very important. In the tangible variable, the respondent's performance dimension answered 56.60% quite satisfied and at 83.84% importance stated very important.
Proses Transformasi: Tinjauan Literatur pada Kawasan Industri Konvensional Menuju Kawasan Industri Berbasis Eco-Smart Syafrijon, Syafrijon
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.519

Abstract

Industrial estates contribute to the economy, but conventional estates can damage the environment. Green technology innovation, especially bio-based and renewable energy, is the solution. Investments in green technology support both the environment and the economy. And the 4th industrial revolution emphasizes sustainable manufacturing. So Eco-Smart based industrial estates with a focus on sustainability are the transformation solution. To knowing the framework for the transformation of conventional industrial estates to eco-smart based industrial estates and its impact on the industrial estate. This study used a literature review method that involved surveying various sources such as journals, books, documentation, internet, and literature relevant to the object of research. PICOT framework was used to search for international online journals with the keywords “Transformation Process, Conventional Industrial Estates, Eco-Smart Industrial Estates. The findings reveal that transforming industrial areas into eco-smart ones requires leadership, community participation and government financial support. Successful initiatives such as the Border Area Development Program in Saboo village, India, and China's progressive policies reflect a commitment to sustainable urbanization. The transformation process involves zone selection, context analysis, community participation, and optimization of Industrial Ecology (IE) and Industrial Symbiosis (IS). By reducing pollutant emissions, improving environmental quality, and contributing to urban green space construction, this transformation brings positive impacts in green innovation, industrial structure optimization, and environmental regulation strengthening, especially in eastern and northern cities with abundant human and financial resources.The transformation of conventional industrial estates to eco-smart industrial estates has resulted in positive impacts in innovation, improved environmental quality, and contributions to urban green spaces as well as financial improvements for the region. Top of Form
Perencanaan Kebutuhan Air Bersih pada Gedung Workshop E I dan E II Kampus Teaching Industry Politeknik Negeri Sriwijaya Amalia, Kiki Rizky; Sari, Anggi Nidya; Sakri, Harfa
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.657

Abstract

Clean water is a need for every living creature. Clean water is water that physically looks clear and has no smell that is used for daily purposes and can be cooked to make drinking water. In carrying out daily activities, humans need clean water. One of them is in teaching and learning activities at an institution. To ensure comfort in the teaching and learning process, it is necessary to plan the consumption pattern for clean water needs in lecture buildings, one of which is on the Sriwijaya State Polytechnic Teaching Industry campus. Considering the number of academics who will actively carry out activities on this campus, it is necessary to study the planning for clean water usage to obtain water consumption patterns. The research was carried out by taking samples of two buildings, namely buildings E I and E II which were planned as Workshop lecture buildings. Based on calculations and data analysis for planning clean water consumption patterns at the Sriwijaya State Polytechnic Teaching Factory campus, it is 7200 liters/day or 0.083 liters/second for Building E I and 7200 liters/day or 0.083 liters/second for Building E II.  The reservoir volume is planned with a capacity of 18 m3 and the tank volume with a capacity of 1 m3.
Kerangka Pengembangan dan Kepemimpinan Budaya Mutu dalam Konstruksi di Indonesia: Tinjauan Studi Literatur Peli, Martalius; Ariani, Vivi; Khadavi, Khadavi; Roza, Fielda
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.511

Abstract

Leadership is an indispensable element in the process of initiating and maintaining the development of a quality culture in a construction organization. Leadership can create an appropriate environment to provide maximum comfort to group members to improve performance and productivity. Strong leadership from top management is essential in developing and maintaining a quality-based culture in an organization that acts as a catalyst for the implementation of Total Quality Management (TQM). This paper aims to discuss the conceptual framework of how leadership can help change the quality culture in an organization. The discussion was carried out using a literature review of the concepts of Quality, Culture and Leadership and Organizational Culture. Analysis of the study was carried out on cultural changes and the role of leadership in developing a quality culture. The results of the study show that organizations need to shift from their current culture to a TQM culture that focuses on quality as the main strategy. Furthermore, thirteen important cultural dimensions can be identified that contribute to the successful implementation of TQM, where most of these dimensions are related to leadership. The proposed Quality Culture Development and Leadership Framework in Construction in Indonesia can be a model for developing a quality culture in construction organizations through effective leadership, so that construction organizations can use it creatively to minimize inconsistencies and conflicts.
Mikrostruktur, Porositas Dan Sifat Mekanik Beton Curing Air Laut Bachtiar, Erniati; Setiawan, Asri Mulya; Setiawan, Arman; Fudlailah, Pratiwi
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.492

Abstract

When constructing buildings in coastal areas, contact between the materials used and sea air is sometimes unavoidable. Before the concrete reaches its maximum strength at the age of 28 days, it can be exposed to contamination from sea air. Consequently, chemical reactions involving cement, air, and sea air become inevitable. The research aims to ascertain the microstructure, porosity, and mechanical properties (compressive strength and tensile strength) of high-performance concrete utilizing the Self Compacting Concrete method. Two variations of concrete samples are considered, involving differences in the curing water used and the age of the concrete. There are two curing variations: concrete cured with fresh water and concrete cured with seawater. The concrete's age is monitored at 1, 3, 7, 28, and 90 days. In the microstructure analysis of seawater-cured concrete, chloride compounds, ettringite, and Friedel's salt were identified. Both compressive strength and splitting tensile strength show an increase with the concrete curing age, and they are inversely proportional to the concrete's porosity. The mechanical properties of freshwater-cured concrete are slightly lower than those of seawater-cured concrete. However, the difference is negligible, meaning they are nearly identical at both 28 days and 90 days.
Derajat Kepadatan Lapis Pondasi Agregat Tanpa Penutup Aspal Menggunakan Metode Sand Cone pada Proyek Rekonstruksi Jalan Kecamatan Serai Serumpun, Kabupaten Tebo di Ruas Jalan Tanjung Aur Seberang-Malako Tinggi Yumardi, Yumardi; Wijaya, Sucitra; Kutni, Darul; Rianto, Doli Jumat; Marwadi, Aji
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.625

Abstract

Road infrastructure is very important for the economic progress of Tanjung Aur Seberang village residents. Economic development in Tanjung Aur Village, Tebo Regency has significantly increased traffic levels. If this is not balanced by improving the quality of transportation facilities and infrastructure, then this could cause serious problems. Determining the value of the degree of density of the foundation layer aggregate (soil) class S  in obtaining soil stability with safe conditions in accordance with the requirements of density standards is the aim of this research. The methods used are direct tests in the field and in the laboratory. Testing soil density in the field using a sand cone tool follows the provision stated in  SNI 03-2828-1992, while testing soil density in the laboratory follows the provisions stated in SNI 1742-2008. Soil density testing intervals vary between 50 meters, 75 meters, 100 meters, 150 meters, 200 meters depending on location conditions. The results sand cone testing was carried out on roads from STA 2+000 to 3+800. In the first test with 9 test points, the field density was obtained below 95%, namely STA 2+100 (94,141%), STA 2 +550 (94,389%) and STA 3 +800 (94,289). Theses results indicate that the required standard degree of field density has not been achieved, so that the base layer of class S aggregate  can be added and compaction can be carried out again. And from STA 0 + 005 to 4 + 200 in the second test with 26 test points. Test results using a sand cone tool show that the average water content value is 7.513% with a density reaching 98.846%. and these results were in accordance with applicable standard requirements.