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
Ruang Bagi Pekerja Perempuan: Responsivitas Gender di Tempat Kerja Ramdlan, Asep; Barliana, Mokhamad Syaom
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.v7i2.500

Abstract

Cases of violence and harassment in the workplace still occur quite frequently, especially experienced by female workers. The results of the ILO survey provide figures that illustrate that the protection of morals and decency is still not optimal, even though many regulations and guidelines related to worker protection have been issued. Among the efforts to prevent violence and harassment that can be done is to provide spaces for female workers in the workplace. Providing space for female workers not only provides comfort in working, but can also result in productive work. In this article, several literatures are reviewed which show that providing spaces for female workers plays a role in protecting workers' rights, especially regarding the protection of morals and decency. The literature studied includes regulations, books, journals, research results and articles on the internet. This article describes workers' rights that must be protected, various violations of morals and decency that often occur, as well as efforts to prevent these violations. It is hoped that this study will provide an explanation regarding the need for space for female workers in the workplace in providing protection for the rights of female workers. These spaces include a comfortable and safe work space, changing room, toilet, rest room and lactation room.
Analisis Kelayakan Investasi Proyek Pembangunan Asvara Resort Manuaba Ubud Dewi, I Gusti Ayu Wulan Krisna; Pramana, I Made Wahyu; Sudiarta, I Komang
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.v7i2.646

Abstract

The current property competition in Bali, marked by an increase in the construction of hotels, villas, and resorts, coupled with the fluctuating growth rate of tourist visits over the past five years due to the pandemic (with both increases and decreases), necessitates a reevaluation of the investment feasibility analysis for the construction of Asvara Resort Manuaba Ubud. This study aims to assess the market, technical, and financial feasibility aspects of the investment in the construction of Asvara Resort Manuaba Ubud, to determine whether this development remains profitable for investors. Additionally, it seeks to ensure that the benefits of this resort development can be felt by the government and the surrounding community, thus supporting the welfare and economy of the region, especially Gianyar Regency. To analyze the market aspect, data on the number of tourists visiting Bali, occupancy rates, and the availability of similar resorts in the surrounding area, obtained from government agencies and several star-rated hotels in the vicinity, are required and then processed using forecasting methods. For the technical aspect analysis, geographical location data, project location, and land utilization plans are analyzed using qualitative descriptive methods. For the financial aspect analysis, data on costs and revenues obtained from contractors and operators are analyzed using Net Present Value (NPV), Benefit Cost Ratio (BCR), Payback Period (PP), and Internal Rate of Return (IRR) parameters. The market aspect analysis results show an increase in tourist visits, including occupancy rates, which will positively impact visits to this resort. From the technical aspect, land utilization and allocation have been optimized for investment. Financially, the NPV value is Rp 16,706,385,995.27, the IRR is 19.67%, the BCR is 1.242, and the PP is 10 years. The sensitivity analysis results, considering the worst-case scenario where all revenue components decrease by 8% and costs increase by 8%, show an NPV value of Rp 1,215,020,196.08, an IRR of 17.13%, a BCR of 1.018, and a PP of 13 years. Overall, it can be concluded that this investment is feasible for investors.
Analisis Penerapan Faktor-Faktor Green Supply Chain pada Proyek Konstruksi Gedung di Kota Palangka Raya Pradila, Mitha; Uda, Subrata Aditama Kittie Aidon; Waluyo, Rudi
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.v7i2.599

Abstract

Climate change due to increased greenhouse gas emissions and resource depletion is one of the biggest challenges of the 21st century. The construction sector contributes to economic development by providing equipment and physical infrastructure. However, there are negative impacts such as waste generation and environmental pollution, especially in developing countries. Green supply chain as a way to reduce the negative environmental impact of construction projects. Green supply chain practices are considered as environmentally friendly practices that include water efficiency, energy efficiency, waste management, environmental conservation, recycling and reuse. But the lack of research on green supply chains has led to very little information about the application of green supply chains in building construction projects. The purpose of this study was to determine and analyze the dominant factors in the application of green supply chain factors in building construction projects in Palangka Raya City. This research uses quantitative descriptive methods and data collection in the form of surveys and distributes questionnaires to 36 contractors with a return rate of 89%. This study identified 68 green supply chain factors applied to building construction projects in Palangka Raya City. The results showed three dominant factors in the application of green supply chain factors in building construction projects in Palangka Raya City as a whole: There are performance evaluations for workers, Quality testing is carried out on installed mechanical and electrical installations, There are SOPs for work control and supervision. 
Comparison of Using Conventional Estimating and Sketchup Pro for Bill Quantity Takeoff Process Diandra, Nadia; Ceisya, Daffira; Farid, Farid
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.v7i1.473

Abstract

Departing from academic anxiety that the construction industry in Indonesia has made rapid progress with the adoption of computing technology and methods in recent years. Increasing infrastructure development encourages construction actors to effectively and efficiently improve project quality. However, the role of the quantity surveyor becomes crucial in facing challenges such as manual quantity picking which is prone to errors and cost estimation that is difficult to do based on rough schematic design. In the context of traditional construction projects, quantity lists are arranged based on 2D drawings, but the use of 3D models has diminished since the adoption of BIM. Sketchup, as a 3D modeling software, and its extension Quantifier Pro provide a solution by combining 3D models to produce accurate quantity takeoff calculations on the Bill of Quantity. This research aims to develop methods to improve the quantity accuracy of elements of an incomplete or incorrect Sketchup model, in the hope of reducing modeling time, improving quantity retrieval performance, and making Sketchup-based cost estimation more effective and efficient in the context of construction. This research method involves 3D modeling using the Sketchup Pro application, using secondary data in the form of Detailed Engineering Design (DED) working drawings. Volume calculation in the Bill of Quantity is done with the help of Sketchup Pro software. The research location is in the Mullberry Cluster residential project, Bekasi City, West Java. The house building in this project was chosen as an object of comparison between conventional calculation methods and calculation methods using Sketchup Pro software. The main focus is to overcome the challenges of manual quantity picking and cost estimation from rough schematic design, emphasizing the crucial role of quantity surveyors. The results showed that the use of 3D models in Sketchup can increase the accuracy of cost estimation and reduce modeling time. The conclusion of the study confirms that Sketchup as an effective alternative solution in increasing efficiency and accuracy in the construction process, especially in the context of taking the quantity of architectural work elements, contributes positively to the development of more sophisticated cost estimation methods in the Indonesian construction industry.
Manajemen Risiko pada Pelaksanaan Pekerjaan Bendung Batang Pagian Kabupaten Dharmasraya Junaidi, Junaidi; Zarfinal, Zarfinal; Anif, Bahrul
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.v7i2.601

Abstract

Risks in construction project work are events or occurrences that are uncertain but can have a positive or negative impact on the sustainability of a project. In this research, the author carried out an analysis of risks, impacts and risk responses caused by failure in the construction work of the Batang Pangian weir construction project. The aim is to identify potential risks and the impact of risks that occur in the implementation of the Batang Pagian weir project work, as well as to obtain risk responses that can be carried out. The research was conducted qualitatively through field surveys and interviews with respondents involved in the field. Next, a risk assessment was carried out referring to the Godfrey development method. Based on the results of research analysis, it was found that the flood disaster was the main trigger for failure in the implementation of construction work for the Batang Pangian Dam. The impact of the flood disaster resulted in the main irrigation canal being closed so that water flow became obstructed and had an impact on the agricultural sector. The risk responses carried out include creating alternative channels and conducting outreach to the community regarding this problem.
Risiko Likuiditas dan Risiko Suku Bunga pada Perusahaan Jasa Konstruksi di Lamongan Fauzi, Muhammad Hamdan Bahrul; Poernomo, Yosef Cahyo Setianto
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.v7i1.369

Abstract

In the current era of modern technology and globalization, companies face intense competition both at home and abroad. Failure to carry out performance evaluations is caused by focusing too much on evaluation alone and ignoring other goals such as developing individual skills and abilities in carrying out tasks and company strategies. The purpose of this research is to find out whether liquidity risk affects the performance of construction service companies in Lamongan, whether interest rate risk affects the performance of construction service companies in Lamongan and whether liquidity risk and interest rates affect the performance of construction service companies in Lamongan. The method in this research is a direct survey to the company to request financial report data. The results of this study are that liquidity risk has no significant effect on company performance because the significant value is greater than 0.05 (0.966 > 0.05), interest rate risk does not have a significant effect on company performance because the significant value is greater than 0. 05 (0.316 > 0.05) and liquidity risk and interest rate risk have no effect on the performance of construction service companies because the significant value is greater than 0.05 (0.446 > 0.05).
Studi Manajemen Konstruksi Bangunan Spillway dan Intake pada Bendungan Bulango Ulu Provinsi Gorontalo Menggunakan Metode Fasttrack dan Crashing Dharyatiputri, Jihan Faradillah; Juwono, Pitojo Tri; Cahya, Evi Nur
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.v7i2.573

Abstract

The construction of the Bulango Ulu Dam consists of several stages of work involving many resources, both human, material, and heavy equipment. Therefore, good construction management is needed so that project can be completed on time, cost efficiently, and good quality. This research was conducted with the aim of knowing which method is optimal in accelerating the Bulango Ulu Dam project. In this study, rescheduling is carried out with 2 project acceleration optimization methods, namely the fasttrack and crashing methods. The fasttrack method is done by changing the work dependency logic of the work on the critical path. While the crashing method is done by adding overtime for 2 hours per day to the work on the critical path as well. After optimizing the project, there were changes in term of cost and duration. In the fasttrack method, it has a cost efficiency of 0,26% and a duration effectiveness of 5,90%. While the crashing method has a cost efficiency of 1,27% and duration effectiveness of 4,46%. Based on the research conducted, the fasttrack method has a superior duration effectiveness than the crashing method which is 5,90%. While in terms of cost efficiency, the crashing method is superior to the fasttrack method by 1,27%.
Monitoring Dan Evaluasi Jaringan Drainase Yang Ramah Lingkungan Di Perumahan Villa Delima Mayang Kota Jambi Mariansyah, Mariansyah; Das, Amsori M; Dony, Wari; Fadlan, Fadlan; Azanna, Dwitya Okky
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.v7i1.462

Abstract

The rainy season, which has a fairly high frequency over a long period of time, results in the need for drainage so that the amount of rainwater can be channeled into water bodies and some of it can be used for purposes in daily life. This is so as not to cause inundation and flooding problems. This research aims to analyze the condition of the existing drainage network, calculate runoff discharge, plan infiltration wells for utilizing rainwater in the Villa Delima Mayang housing complex, Jambi City. The method used in this planning uses hydrological analysis calculations including mononobe, pearson III and rational log methods. In planning infiltration wells, it refers to the Indonesian National Standard (SNI) No. 03-2453-2002. The result of the 10 year return period design rainfall is 112.17 mm. the results of the analysis of the carrying capacity show that 9 out of 14 channels are unable to accommodate the 10 year return period design discharge. Next, an absorption well with a diameter of 0.8 meters and a depth of 1.5 meters is planned and placed in a drainage channel that cannot accommodate runoff. The absorption capacity of 1 well is 0.7536 m3.
Pengaruh Sekam Padi & Serbuk Kayu Sebagai Substitusi Filler pada Campuran Laston AC-WC Nugraha, Dwi Chandra; Agustapraja, Hammam Rofiqi
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.v7i1.361

Abstract

Asphalt Concrete Wearing Course (AC-WC) is a flexible highway pavement, where this pavement is a combination of: Asphalt, fine aggregate coarse aggregate, and (filler). In this study, the replacement of Portland cement filler was carried out as an experiment with alternative materials, namely rice husk ash and wood sawdust. Where in this research mixture the percentage of cement filler is 2% replaced using 2% SP ash, 2% SK ash, 1% SP ash: 1% SK ash, in terms of Marshall properties In accordance with the standard requirements of General Specifications 2010 (revision 3) Section 6.3 Hot bituminous mix. From the Marshall test results, the highest stability value was 938.71 kg and a flow value of 2.83 mm by substituting 2% SP ash filler, where the resistance was better than the standard 2% cement filler mixture with a stability value of only 889.68 kg . The VIM value obtained was 3.57%, although it met the standard, the VIM value indicated that the 2% rice husk ash filler substitution mixture was not watertight. It can be seen that the high VMA value of 23.30% indicates the large number of cavities in the AC-WC mixture. Where the greater the percentage of VIM and VMA, the lower the adhesiveness of the asphalt mixture by substituting Cement filler using SP ash, as evidenced by the VFA value of only 52.41% which does not meet standard specifications, because the voids created will be filled with air or water. Replacement of 2% SP ash filler obtained a Marshall Quotient value of 333.70 kg/mm which met the specification standard, namely Min 250 kg/mm but higher than the normal 2% cement filler mixture which was only 258.23 kg/mm.
Perencanaan dan Analisis Keefektifan Penempatan Dinding Geser terhadap Perilaku Struktur dengan Software ETABS Anggraini, Serina; Septiandini, Erna; Wangi, Intan Puspa
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.v7i1.437

Abstract

The rise of high-rise building development is due to land limitations and also the soaring population. The vulnerability of high-level building structures to lateral forces, one of which is the earthquake force, requires that high-level building structures be able to withstand the lateral forces that occur. There are several structural systems in resisting lateral forces, including moment-bearing frame systems and shear wall systems. The purpose of this research is to compare the structural analysis of three alternative plans with different shear wall placements. The structural analysis uses ETABS software that refers to SNI 1726: 2019. The results of the research from three alternative models, show that the smallest deviation value towards the X-axis and Y-axis, and the average deviation value is 19.787 mm in the X-direction and 17.220 mm in the Y-direction. The requirements for a dual system with a special moment-bearing frame are also met in alternative planning 2 with a contribution of forces acting on the portal of 36.7340% in the X-direction and 31.1996% in the Y-direction. The amount of mass participation that occurs is above 90% and in accordance with the requirements specified by SNI.