cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Putu Aryastana
Contact Email
aryastanaputu@warmadewa.ac.id
Phone
+6281222788222
Journal Mail Official
paduraksa.sipil@gmail.com
Editorial Address
Jl. Terompong 24 Tanjung Bungkak Denpasar Bali, Indonesia
Location
Kota denpasar,
Bali
INDONESIA
Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa
Published by Universitas Warmadewa
ISSN : 23032693     EISSN : 25812939     DOI : https://doi.org/10.22225/pd.6.2.482.108-122
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Environmental Science
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa, 2303-2693 (Print ISSN), 2581-2939 (Electronic ISSN) is a journal of civil engineering provides a forum for publishing research articles or review articles which published by Warmadewa University Press jointly with Progam Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa. This journal is also dedicated to provide an intellectual space of scholarly discussion how journal of civil engineering able to create the new global formation of civil engineering and similar issues. This journal has been distributed by Progam Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa started from Volume 1 Number 1 Year 2012 for Print and Oline from Volume 3 Number 1 Year 2014 to present. This journal encompasses original research articles, review articles, and short communications, including: Civil Engineering; Water Resources; Construction Management; Transportation; Structure; Geotechnics; Environment; Others Engineering
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 15 Documents
 1   2 
Search results for , issue "Vol. 13 No. 2 (2024)" : 15 Documents clear
Hubungan antara jarak proyek dengan persepsi masyarakat terhadap pembangunan rumah sakit di Kabupaten Demak Erma Zakiy Arifah; Trida Ridho Fariz; Andin Irsadi; Abdul Jabbar
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 13 No. 2 (2024)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.13.2.9727.112-119

Abstract

The social impact of development is assessed in an Environmental Impact Assessment (AMDAL) document, typically using administrative distance buffers based on Government Regulation No. 22 of 2021, Article 44, Paragraph 2. Communities living close to a planned project are expected to experience both benefits and losses, which may be influenced by proximity to the project. This study analyzes how spatial distance or village boundaries affect social impacts, and the relationship between these factors and public perception of development. The research was conducted in RW 02 / RT 02, 03, 04, 05, and 06 in Pulosari Village. The study used four impact indicators: social patterns (S), business opportunities (E), comfort, and public order (B). Data was collected through questionnaires, observations, and purposive random sampling. The results showed that the most significant impact was on social patterns, with 97% of respondents agreeing that development affects social behavior. Perceptions based on project distance were: very close (3.16), close (3.04), far (2.96), and very far (3.44), with "very far" classified as "very high." For road distance, perceptions were: very close (3.08), close (3.92), far (3.24), and very far (3.12), all classified as "high." However, Chi-Square analysis revealed no significant difference between spatial distance and perception. Both project and road distances showed a relationship in terms of strength, but no significant differences were found, likely due to the flat nature of the urban area. The information presented in this research can be developed as a reference for making AMDAL by creating a mathematical model to provide more specific information.
Pengaruh pemanfaatan limbah batu pipih umeanyar sebagai subtitusi sebagian agregat halus terhadap kuat tekan dan kuat tarik belah beton Ni Kadek Astariani; I Gusti Ngurah Eka Partama; I Wayan Eka Ariantika
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 13 No. 2 (2024)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.13.2.9949.105-111

Abstract

Concrete is a building material that is currently widely used in the construction sector. The increasing demand for concrete materials will cause the availability of materials taken from nature to decrease. Therefore, alternatives are needed to find substitutes for these natural materials, one of which is by using slate stone waste as a substitute for fine aggregate (sand). To increase the economic value of waste produced from the stone crushing industry, research was carried out using slate stone waste as a substitute for fine aggregate in normal concrete mixtures. By substituting some of the fine aggregate with slate stone waste, it is hoped that it can increase the compressive strength and split tensile strength of the concrete. Test specimens with a cylindrical shape with dimensions of 150mm x 300mm were made in a total of 80 pieces and tested at the age of 7 days and 28 days with a variety of test objects, namely normal concrete as a control (BN), fine aggregate substitution 25% (BP25%), 50% (BP50%), 75% (BP75%), 100% (BP100%). The optimum compressive strength value obtained was 36.91 MPa with fine aggregate substitution of 57.02%. This compressive strength value is 23.24% greater than normal concrete. Meanwhile, the optimum splitting tensile strength value is 2.42 MPa, with fine aggregate substitution of 46.15%. This tensile strength value is 9.01% greater than normal concrete. With the results of compressive strength and splitting tensile strength being greater than normal concrete, slate stone waste can be recommended as a partial substitute for fine aggregate.
Manajemen risiko pada sistem penyediaan air minum (SPAM) perpipaan dengan metode failure mode and effect analysis dan fault tree analysis di Kabupaten Minahasa Utara Stania Ekarista Bitty; Liany Amelia Hendratta; Arthur Haris Thambas; Grace Malingkas
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 13 No. 2 (2024)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.13.2.10108.138-147

Abstract

The construction of a piped Drinking Water Supply System in North Minahasa Regency is very much needed to meet the community's access to drinking water needs. Apart from planning and implementing SPAM construction to achieve quality and sustainable drinking water services, a risk management process is also needed to reduce and anticipate system failures. Through this research, failures and risks in the SPAM development process in North Minahasa Regency can be analyzed using appropriate risk management methods. This is to ensure the sustainability and reliability of SPAM for the communities served. To obtain the data needed in this research, researchers conducted brainstorming, direct observations in the field, interviews with parties involved in SPAM development, and filled out questionnaires. The data obtained is then analyzed using the risk management process, starting from the stages of risk identification, risk assessment, risk management, and implementation of risk management. From the results of the risk assessment using the Failure Mode and Effect Analysis (FMEA) method and the Fault Tree Analysis (FTA) method, 85 risks were identified. In the technical planning for SPAM implementation there are 19 risks, raw water units 28 risks, production units 19 risks, distribution units 12 risks, and service units 7 risks. Each SPAM component is taken for potential risk by calculating the highest RPN value, namely 324.76, for the risk of workers not using K3 equipment. Using the fault tree in the FTA method, we get 13 basic events for the risk of delays in work implementation, 11 basic events for the risk of workers not using K3 equipment, 12 basic events for construction implementation that does not follow implementation methods and plan drawings, 12 basic events for the risk of pipe leaks, and 12 basic events for water use that are not recorded by the water meter. The risk management process for piping SPAM in this research can be a reference framework for implementing further SPAM development.
Optimisasi pengambilan keputusan dalam manajemen sumber daya manusia proyek konstruksi melalui pendekatan bayesian networks Arif Aryadhana Sugawa; Steenie E. Wallah; Arthur H. Thambas
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 13 No. 2 (2024)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.13.2.10182.177-186

Abstract

This research focuses on the importance of human resources management (HR) in government construction projects, which often face challenges such as delays, cost overruns, and quality problems. The aim of this research is to identify the main factors that influence workforce performance in construction projects using a Bayesian network approach. In this context, factors such as workplace conditions, relations between workers, technology, materials and tools, environment, and project management and coordination have been identified as key factors that have the potential to influence project success. This research methodology involves collecting data through surveys and interviews with construction professionals. The data obtained were analyzed using Genie and SPSS V.26 software. The Bayesian network method is used to model and analyze probabilistic relationships between factors that influence workforce performance. This approach allows for more prescriptive and informed decision-making, which is critical to overcoming the challenges faced in construction projects. The analysis results show that technology and project management have a significant impact on workforce performance. Optimization carried out using the Bayesian Networks approach can reduce potential problems by up to 7-9% for the various factors analyzed. This confirms the effectiveness of this approach in increasing labor efficiency and productivity in construction projects. This research also highlights the importance of continuous improvement strategies in project management. As a result of this research, the framework developed can assist project managers in identifying and addressing critical factors that influence HR performance. Additionally, this research proposes that further implementations of Bayesian networks can be applied to other aspects of civil engineering, such as risk management and project scheduling, to improve overall project outcomes.
Analisis kepuasan pelanggan terhadap kinerja kontraktor pada proyek sistem penyediaan air minum di Kabupaten Minahasa Utara Suci Cahyani Mukramin; Arthur H. Thambas; Ariestides K. T. Dundu; Grace Y. Malingkas
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 13 No. 2 (2024)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.13.2.10183.187-198

Abstract

Improving the quality of the water supply system in North Minahasa Regency is a priority for community welfare through the provision of clean water that supports health, sanitation, and the economy. Contractor performance plays a key role in project success. However, projects often experience delays or failure, so customer satisfaction is not met. This research aims to measure customer satisfaction with contractor performance and identify features that influence satisfaction to provide recommendations for improving contractor performance. A quantitative approach was used through a survey with questionnaires distributed to project owners, supervisory consultants, and technical teams involved between 2021 and 2024. Data analysis was carried out using the Naïve Bayes algorithm and backward elimination techniques to filter out insignificant features. The results showed that 81.4% of customers were satisfied with the contractor's performance, with the model showing 87.14% accuracy, 94.44% precision, and 89.47% recall. The main features that influence satisfaction are: project work performance domain at the planning process, delivery performance domain at the execution process, delivery performance domain at the monitoring and controlling process, measurement performance domain at the execution process, uncertainty performance domain at the initiating process, uncertainty performance domain at the planning process, and uncertainty performance domain at the monitoring and controlling process. Therefore, the Naïve Bayes algorithm is effective in analyzing customer satisfaction data and providing useful insights for contractors.
Analisis sisa umur rencana Jalan Baturinggit di wilayah Kubu Karangasem akibat adanya beban berlebih Kadek Yoga Praba Desa; Anak Agung Gede Sumanjaya; Cokorda Agung Yujana
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 13 No. 2 (2024)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.13.2.10280.204-210

Abstract

Baturinggit Road is one of the main routes for shipping goods/materials involving overloaded vehicles. The more vehicles that pass, the greater the load that passes through the road, resulting in road damage. The purpose of this study was to analyze the remaining life of the road design caused by overloaded vehicles. The study was conducted for 3 days, starting from April 15, 2024 - April 17, 2024 at 08.00 WITA - 18.00 WITA on the Baturinggit Road section, Kubu District, Karangasem Regency, Bali Province. Based on the results of the study, it is known that the cumulative Vehicle Damage Factor (VDF) of normal loads during the 10-year Remaining Life (RL) is 10,658,570 ESAL while the cumulative VDF of excess loads during the 10-year RL is 28,727,670 ESAL. Based on calculations using the AASHTO 1993 method, the magnitude of the RL decrease that occurred was 291%, meaning that there was a decrease in RL of 7.45 years so that the percentage of cumulative VDF increase due to overloading was 169.53%. The percentage of vehicles with overloading that caused damage on the Baturinggit Road section included pickup trucks of 30%, light trucks of 59.80%, medium trucks of 119.52%, heavy trucks of 10% and 1.2-2 trailer trucks of 19.08%. The conclusion from the calculation results of the AASHTO 1993 method was a decrease in RL of 291% or equivalent to a loss of road life of 7.45 years from the initial design life. The impact of overloading on medium trucks is the focus of attention because of its very significant contribution to road damage.
Perencanaan tanggul bronjong sebagai preventif kecelakaan kerja mobilisasi angkut sawit Kartika Setiawati; M Adip Uli Nuha
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 13 No. 2 (2024)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.13.2.10422.97-104

Abstract

Infrastructure development at PT Gunung Sejahtera Puti Pesona (GSPP), especially roads, has raised the potential for serious workplace accidents. To address this issue, a gabion retaining wall is planned as a preventive solution. The gabion project, designed as soil retention and a road safety barrier, aims to address core issues related to unsafe road conditions and slope landslides. This research provides a significant practical contribution to occupational safety in oil palm plantations, particularly in developing accident risk mitigation methods. Through comprehensive analysis of risk factors and the application of a more effective mitigation approach, this research aims to (1) create a gabion retaining wall model as a road safety barrier in the PT GSPP plantation using BIM software; (2) assess the road safety factors from the gabion model; and (3) determine the cost of work needed through a cost budget calculation. This study employs a quantitative method since the data to be processed consists of ratio data, with a primary focus on assessing the influence between the variables studied. The research produces a gabion design with dimensions of 2x1x1 meters, planned for installation along a 45-meter stretch of road with a slope height of 4 meters. The gabion modeling uses Revit 2023, based on Indonesian National Standards (SNI) 03-0090-1999 and the safety factor calculation (SNI) 03-2446-1991. The project’s Cost Budget Plan (RAB) indicates a total cost of IDR 615,444,891.00. This plan considers SNI standards to ensure road safety and minimize workplace accident risks. Implementing the gabion wall is expected to reduce the risk of dump trucks falling off slopes, thereby enhancing worker safety and ensuring smooth operations.
Analisis dan simulasi solusi kemacetan akibat pengaruh bus kota pada jalinan tunggal jalan arteri Ratieh Rahmadhani Warto SA; Eva Azhra Latifa
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 13 No. 2 (2024)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.13.2.10469.120-130

Abstract

Jalan Transyogi has a interweaving that connects Jalan Buperta with the Cibubur Toll Exit. At this weaving section, vehicles tend to slow down, further compounded by the presence of bus stops on the shoulder of the road, leading to conflicts and congestion. This study aims to analyze the causes of congestion and propose solutions to alleviate it on Jalan Transyog. This research employs a quantitative method, where data is collected through surveys on traffic volume, vehicle types, and speeds during peak and non-peak hours on weekdays, as well as secondary data as supporting information. The data is analyzed using PKJI 2023 and subsequently simulated using the VISSIM in 3D. The results of the analysis show that the ratio of interweaving for the Jalan Transyogi section is 0.48, meaning the link is still feasible. Based on the results of the single line capacity analysis of the influence of the presence of city buses, the degree of saturation (DJ) value was 1.014; travel speed (VT) is 18.62 km/hours, and travel time (WT) is 42 seconds. Calculations reveal that the arrival of one bus causes an additional 41 instances of slowing vehicles due to side friction. These values decreased to a degree of saturation (DJ) of 0.677; travel speed (VT) 21 km/hours; and the average travel time (WT) required is 36 seconds, after the best alternative solution is implemented by eliminating side obstacles and adjusting the operating hours of medium vehicles (KS) so as not to pass through Jalan Transyogi at peak hours, as well as creating a special lane for city buses. This alternative solution can last for 1 year, namely until 2025, and requires a review in the second year to ensure the feasibility requirements for a interweaving on the Jalan Transyogi are still met.
Evaluasi data curah hujan terukur dan satelit PERSIANN-CCS dalam analisis debit banjir rancangan terhadap debit banjir terukur di DAS Tukad Petanu I Gusti Ngurah Kade Mahesa Adi Wardana; I Gusti Lanang Made Parwita; I Nyoman Anom Purwa Winaya
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 13 No. 2 (2024)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.13.2.10634.148-158

Abstract

Analysis of design flood discharge is required in waterworks planning, especially to determine the amount of design flood discharge in a watershed. The unit hydrograph method is a commonly used method in the calculation of design flood discharge, where this method requires rainfall data in its analysis. Current technology makes it possible to use satellite data as an alternative to data from rain gauge stations whose distribution is very limited. This research aims to obtain the level of suitability of the utilisation of satellite and measured rainfall data which will be used as a solution in predicting the design flood discharge. The rainfall data used in this study uses measured rainfall data from rain gauge stations and PERSIANN-CCS satellite rainfall data. The calculation results from both data will then be validated with the river flood discharge recorded at the Tukad Petanu Hulu Automatic Water Level Recorder (AWLR) Station and seen the level of conformity. This research shows that the design flood discharge in the Tukad Petanu watershed analysed using the Nakayasu Synthetic Unit Hydrograph based on measured rainfall data for 5, 10, 25, 50, and 100-year return periods is 58.16 m3/sec, 67.99 m3/sec, 82.76 m3/sec, 95.88 m3/sec, and 110.81 m3/sec, while based on PERSIANN-CCS satellite rainfall data for the same return period of 93.00 m3/sec, 101.12 m3/sec, 109.42 m3/sec, 113.98 m3/sec, and 117.65 m3/sec, respectively. The design flood discharge in the Tukad Petanu watershed based on measured discharge data at the Tukad Petanu Hulu AWLR Station is 15.75 m3/sec, 24.94 m3/sec, 42.47 m3/sec, 61.28 m3/sec, and 86.63 m3/sec for the same return period, respectively. The design flood discharge in the Tukad Petanu watershed analysed with the Nakayasu Synthetic Unit Hydrograph Method based on measured rainfall data has a better level of fit than the PERSIANN-CCS satellite rainfall data, where measured rainfall data provides lower VE, RE, and RMSE values when compared to PERSIANN-CCS satellite rainfall data.
Perbandingan waste besi tulangan pelaksanaan proyek konstruksi dengan perhitungan bar bending schedule (studi kasus: proyek pembangunan M&G Villa, Jalan Pantai Berawa, Canggu, Kecamatan Kuta Utara, Kabupaten Badung – Bali) Ida Ayu Putu Sri Mahapatni; I Wayan Artana; Made Novia Indriani; Ni Made Yuyun Praptaningsih
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 13 No. 2 (2024)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.13.2.10672.199-203

Abstract

Excess construction materials or waste is a waste that has an impact on the construction project budget. Planning is needed in the use of construction materials, especially reinforcing steel materials, to minimize this waste material that occurs. The aim of this research is to obtain a comparison waste reinforcing iron in project implementation with planned calculations using bar bending schedule. This research was carried out on the M&G Villa structure which has a first floor area of 187 m2 and a second floor of 218 m2 located on Pantai Berawa Road, Canggu. The type of research used is quantitative research. Data processing using bar bending schedule calculations. Based on the results of the calculations that have been carried out, it is obtained waste material using calculation planning bar bending schedule amounting to 9.72% or weighing 1,331.39 kg of the total iron requirements, meanwhile waste The material that has been implemented in construction projects amounts to 13.41% or weighing 2,215.43 kg of the total requirement for reinforcing iron. The results of this calculation show waste with planning bar bending schedule can minimize waste reinforcing iron is 3.69% of waste implementation of the M&G Villa construction project.

Page 1 of 2 | Total Record : 15

 1   2 

Filter by Year

2024 2024


Reset
Filter By Issues
All Issue Vol. 14 No. 2 (2025) Vol. 14 No. 1 (2025) Vol. 13 No. 2 (2024) Vol. 13 No. 1 (2024) Vol. 12 No. 2 (2023) Vol. 12 No. 1 (2023) Vol. 11 No. 2 (2022) Vol. 11 No. 1 (2022) Vol. 10 No. 2 (2021) Vol. 10 No. 1 (2021) Vol. 9 No. 2 (2020) Vol. 9 No. 1 (2020) Vol. 8 No. 2 (2019) Vol. 8 No. 1 (2019) Vol. 7 No. 2 (2018) Vol. 7 No. 1 (2018) Vol. 6 No. 2 (2017) Vol. 6 No. 1 (2017) Vol. 5 No. 2 (2016) Vol. 5 No. 1 (2016) Vol. 4 No. 2 (2015) Vol. 4 No. 1 (2015) Vol. 3 No. 2 (2014) Vol. 3 No. 1 (2014) More Issue