cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Yaumal Arbi
Contact Email
yaumalarbi@ft.unp.ac.id
Phone
+628116696300
Journal Mail Official
sipil@ft.unp.ac.id
Editorial Address
Jln Hamka, Padang Sumatera Barat
Location
Kota padang,
Sumatera barat
INDONESIA
Journal of Civil Engineering and Vocational Education
Published by Universitas Negeri Padang
ISSN : 26226774     EISSN : -     DOI : https://doi.org/10.24036/cived
Core Subject : Education, Social, Engineering,
Civil Engineering, Building, Construction & Architecture Education Engineering Environmental Science Transportation
CIVED Is a periodical scientific journal published three times a year, in March, June and September by the Department of Civil Engineering, Faculty of Engineering, Padang State University. The CIVED journal is a medium for publishing the results of scientific research by students, academics, practitioners and observers in the field of civil engineering including structure, construction management, water resources management, transportation, geotechnical, environmental engineering and learning.
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 299 Documents
 17   18   19   20   21 
Testing of Concrete Structures with Non-Destructive Test Method (NDT) Using Ultrasonic Pulse Velocity (UPV) at the Building on the Ancol Beach Citra, Zel; Wibowo, Paksi Dwiyanto; Malinda, Yosie; Wibisono, Anom; Apdeni, Risma; Herol, Herol
CIVED Vol. 11 No. 1 (2024): March 2024
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v11i1.530

Abstract

The UPV test procedure with the PUNDIT device is set based on the concept of the wave flow speed passing through a solid object bound to the elastic properties of a tangible medium. When used properly and correctly, this tool will provide a lot of information about the condition of the surface or the inside of the concrete. Classification for pulse velocity results according to the speed criteria of concrete quality presented in BS 1881: Section 203:1986 as follows: 4500 m/s = excellent concrete condition, 3400 – 4500 m/s = good concrete conditions, 3000-3500 m/s = medium concrete situation, < 3000 m/ s = concrete problem condition (doubtful concrete condition). The pulse velocity test results are measured by three methods: direct transmission, semi-direct transmission and indirect or surface transmission. The test results for the structure of the beams, cylinders, tie beams, and floor plates of the office building on the edge of the anchor showed that it is in medium concrete condition. The average value of the estimated quality of concrete results of the test UPV Pundit for Beams was 25,29MPa, Slabs was 25,17MPa, Tie Beam was 25,06MPa, and Pilecap was 25,46MPa. The result has met the minimum requirement for concrete solid pressure of 21MPa for the quality of unique structures concrete according to SNI-2847-2019.
The Inhibiting Factors Analysis of BIM Implementation in Jambi City’s Construction Companies Azrita, Nada Milani; Hidayat, Benny; Ophiyandri, Taufika
CIVED Vol. 11 No. 1 (2024): March 2024
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v11i1.531

Abstract

The development of information and communication technology is increasing every year, contruction sector indeed. The rapid increase in technology in the construction sector has forced all AEC actors in Indonesia to follow these developments as an effort to increase work productivity. The breakthrough that can support infrastructure development to follow the digitalization era is the use of various technologies and applications of Building Information Modeling (BIM) which have many benefits. However, for the implementation of BIM in Jambi City itself still relatively low, from the maturity level of BIM based on the model (Succar, 2010) obtained a value of 0.719 at the non-existence level, which means that the use of BIM in construction companies in Jambi City has not yet been implemented. the discovery of the potential use of BIM, even seen from the optimism of the implementation of BIM in the company, not all informants have high optimism. Therefore, a study was conducted on the inhibiting factors that hindered the implementation of BIM in construction companies in Jambi City, using interview techniques to determine the actual obstacles. The 5 highest barriers factors were identified, that is Lack of understanding of BIM and its benefits, Lack of government support, Requires high hardware specifications, High investment costs for BIM official licenses, Lack of market demand (Clients). With this research, it is hoped that the application of BIM can be better and provide maximum benefits to construction companies in Jambi City.
The Effect of Changes in Flood Discharge on Sedimentation Rates in Middle Segment of Batang Kuranji Check Dam using HEC-RAS 6.0.0 Zarinda, Septi Wila; Daoed, Darwizal; Nurhamidah, Nurhamidah
CIVED Vol. 11 No. 1 (2024): March 2024
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v11i1.532

Abstract

The magnitude of the longitudinal slope of river gratly determines the magnitude of sediment transport. This is due to the large flow velocity. This shape causes gradation of the river bed, especially upstream of the river. This phenomenon is seen in the middle segment of Batang Kuranji. where a sediment control buildg or check dam has been built. However, sediment transport and changes in river cross-section upstream still occur. Based on this phenomenon, a simulation of changes in flood discharge on sediment rate was carried out. This simulation was carried out using the Meyer Peter Muller method found in HEC-RAS 6.0.0. The simulation was carried out using 25 year planned flood discharge with smaller variations in discharge changes, namely Q1, Q2 and Q3. In general, the simulation results show that changes in flood discharge determine the magnitude of changes in sediment rates, the greater the flow discharge, the higher the sediment rate, both with and without check dams. The simulation results also show that the sediment rate in conditions with a check dam has decreased compared to conditions without a check dam, this shows that the presence of a check dam can reduce the sediment rate that occurred before the check dam was built.
Effectiveness of building structure reinforcement to withstand earthquake loads with ETABS V.19 application (Case Study of Commercial Building "Butik Tanah Liek Pusako Mande”) Silalahi, Juniman; Jolandina, Raudatul Fitri; Yusmar, Fajri; Syah, Nurhasan
CIVED Vol. 11 No. 1 (2024): March 2024
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v11i1.534

Abstract

This research addresses the vulnerability of commercial buildings to collapse during earthquakes due to inadequate structural design and identifies the structural weaknesses requiring reinforcement. The focus is on the use of steel bracing as a means to strengthen the structure. The specific case study is the commercial building "Butik Tanah Liek Pusako Mande" in Kota Padang. The research aims to determine whether reinforcing the building with additional steel bracing can enhance its stiffness during seismic events and identify the most effective type of steel bracing. The research methodology employs a quantitative descriptive approach, utilizing structural modeling in analysis software such as ETABS. The study involves analyzing displacements in buildings with and without steel bracing to quantify the effectiveness of the reinforcement. The results indicate that structures employing inverted V bracing achieve a maximum displacement of 9.515 mm in the X direction and 2.525 mm in the Y direction, resulting in a 67% reduction in drift for the X direction and 92% for the Y direction. In contrast, structures using X bracing show a maximum displacement of 30.635 mm in the X direction and 32.753 mm in the Y direction, indicating a 26% increase in drift for the X direction and 36% for the Y direction. The study concludes that inverted V bracing is more effective in reducing building drift compared to X bracing. In conclusion, the research findings suggest that commercial building "Butik Tanah Liek Pusako Mande" already possesses a structural stiffness compliant with standards. However, the addition of inverted V bracing proves effective in further reducing story drift, emphasizing its efficacy in enhancing the structural integrity of commercial buildings during seismic events.
Comparison of the Variation of Coarse Aggregate Gradation on the Strength of Concrete Laras, Dwivan Dhama; Pranowo, Dadang Dwi; Rodiyani, Megalita; Amin, M. Shofi'ul; Khomari, Mohamad Galuh
CIVED Vol. 11 No. 1 (2024): March 2024
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v11i1.535

Abstract

Concrete as the main construction material has an important role in determining the strength and reliability of a construction project. The quality of concrete is influenced by the properties of its constituent materials, such as gravel, sand, cement and water. Testing the compressive strength of concrete is an important step to assess its quality and ensure it meets construction standards. Although previous research has compared the compressive strength of concrete and changes in aggregate volume, this research still covers limited dimensional variations and further exploration of aggregate dimensional variations is needed. This laboratory study used a conventional concrete design according to SNI 03-2834-2000, with compressive strength tests carried out at the Material Testing Laboratory, part of the Civil Engineering Department at Politeknik Negeri Banyuwangi Banyuwangi. The experimental results recorded in the fourth chapter show that at 7, 14, and 28 days, type AG 10 has the highest compressive resistance value, statistically significant mean value, and also shows that type AG 40 has the lowest compressive strength value. Therefore, it can be concluded that the smaller the size variation of coarse aggregate, the higher the compressive strength of concrete. These findings provide a comprehensive picture of the compressive strength characteristics of concrete with varying coarse aggregate sizes.
Evaluation and Implementation of SNI 8152:2021, Smart Living and Smart Environment at Pandansari Market, Balikpapan City Sari, Oryza Lhara; Nashrullah, Ahmad; Mustofa, Umar; Pratama, Maryo Inri
CIVED Vol. 11 No. 1 (2024): March 2024
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v11i1.537

Abstract

The conditions of traditional markets are dirty and irregular, supporting the fact that people prefer to shop in modern places. Nowadays, it needs to be realised that the only centre of trade is no longer in traditional markets, the increasing number of modern markets can make traditional markets need to survive in competition so as not to be eroded by the times. There is a need for innovation in traditional markets to advance the market economy so that traditional markets can compete with other markets. Pandansari Market is one of the markets located in Balikpapan City and has various problems related to the quality and physical and non-physical conditions of the market. The goal of this research is to find out the supporting factors of Pandansari Market revitalisation by using smart living approach and SNI 8152:2021 People's Market. Smart living will review in terms of harmony, health, and mobility. Smart environment will review in terms of infrastructure, protection, and energy. Meanwhile, SNI 8152:2021 Public Market will review in terms of general requirements, technical requirements, and management requirements. The method used in this writing is a qualitative method by conducting several stages of research. The results of this study are the supporting factors that make Pandansari Market necessary for revitalisation through a review of existing conditions and opinions from the UPT market, traders, and market visitors.
Development of Interactive Learning Media Based on Video Tutorials using the Lectora Inspire and Macromedia Flash Applications in Stone and Concrete Engineering Courses Zuwida, Nidal; Andreas, Laras Oktavia; Gusmareta, Yuwalitas
CIVED Vol. 10 No. 3 (2023): September 2023
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v10i3.541

Abstract

This research aims to create learning media in the Stone and Concrete Engineering course with the help of the Lectora Inspire and Macromedia Flash applications. The approach carried out in this study uses the R&D method using a 4D development model which includes the defining stage (define), design stage (design), development stage (develop) and trial stage (disseminate). The subjects of the study were civil engineering students enrolled in the Stone and Concrete Engineering course as many as 16 people. Assessment of the feasibility of learning media is carried out by providing validity and practicality questionnaires to media experts, material experts. Data from the questionnaire is then processed to determine the level of validity and practicality of the learning media. The effectiveness of learning media is measured from student learning outcomes using developed learning media. The assessment results from media and material experts for learning media made get an average score of 0.86 in the very valid category. The results of the assessment of the practicality of the learning media made get an average score of 86% in the very practical category. Based on the implementation of the pretest, the average score was 58.25 and the implementation of the posttest or final test obtained the average value was 80.12. There is an increase in student learning outcomes after being given video tutorial-based learning media so that it can be concluded that the level of effectiveness of using this media is very effective. Referring to the assessment of material experts, media experts, tests to students can be declared learning media that are developed suitable for use as learning media.
The Influence of Immertion on Marshall Parameters and Residual Strength Index of Rubber Asphalt Mixture Indriani, Andi Marini; Utomo, Gunaedy; Amirudin, Amirudin
CIVED Vol. 11 No. 1 (2024): March 2024
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v11i1.542

Abstract

The bad drainage system in the road pavement area also causes the road body to be submerged in water for quite a long time, causing the bond between the asphalt and aggregate to loosen, resulting in decreased service life. Developments in the field of road construction have now implemented many innovative ideas, one of which is namely the use of rubber asphalt with asphalt containing natural rubber which has 1.5 to 2 times the strength compared to conventional asphalt. In evaluating the performance of an asphalt mixture, especially the AC-WC Wear layer mixture, it can be analyzed using the Marshall test method by taking into account the conditions being tested, namely the test object being immersion in water or continuously flooded with water. The method used in this research is an experiment with treatment conditions for AC-WC rubber asphalt mixture specimens which are continuously immersion in water for 1 day, 2 days and 3 days. The research results showed that there was an increase in the VMA, VIM, and flow parameters, while the VFB, stability, and Residual Strength Index parameters decreased with increasing soaking time. Based on the research results, it can be concluded that although there is an influence on the performance of the asphalt mixture with the use of rubber asphalt, the decrease that occurs is not too large and is still within the required specifications.
The Causal Factors of Building Construction Defects Arman, Utami Dewi; Melasari, Jihan; Sari, Afrilda; Sari, Kharisma Permata
CIVED Vol. 11 No. 1 (2024): March 2024
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v11i1.543

Abstract

Defects are something that must be identified in the implementation of quality management. Defects can potentially lead to construction failures and injury. This study aims to identify and analyse the causal factors of building construction defects based on the perspective’s project stakeholders. This research is quantitative-descriptive research conducted through questionnaires distributed to the purposive respondents. Then, conduct statistical analysis and evaluate the causal factors of construction defect using Failure Mode and Effect Analysis (FMEA). Based on the results, the critical causal factors of building construction defects are lack of communication within the project environment with a value of 33.6; poor performance of the project management team with a value of 30.3; improper design and specification with a value of 27.88; lack of supervision in the site with the value of 24.60 and lack of competency of the construction labour with the value of 23.04. Project stakeholders are expected to pay more attention to critical causal factors as preventive measures to prevent structural failure and injury.
The Substance Evaluation Study of Construction Safety Plan Implementation and It's Implementation Yunus, Febriyani; Suraji, Akhmad; Ophiyandri, Taufika
CIVED Vol. 11 No. 1 (2024): March 2024
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v11i1.544

Abstract

Padang State University has experienced rapid student enrollment growth, driving the need for new infrastructure. Most of the buildings have more than 3 floors, and one of the ongoing projects reaches a height of 32.05 meters with 6 floors, contributing to higher construction risks. This research was conducted to evaluate the implementation of Construction Safety Plans (CSP) on projects over the past two years in accordance with the Ministry of Public Works and Housing Regulation No. 10 of 2021 and the Circular Letter of the Ministry of Public Works and Housing No. 10 of 2022. Data collection methods for this study involved two approaches: compliance audits and performance audits. Compliance audits involved document-based inspections of CSP, while performance audits included on-site observations and project work evaluations. The research results revealed that the construction of the central information and library building achieved the highest CSP implementation rate, with compliance rates of 93.33% in compliance audits and 91.42% in performance audits. In contrast, the rehabilitation project for the Faculty of Sports Sciences and the Dean's office showed lower compliance rates, scoring 37.14% in compliance audits and 35.34% in performance audits. The study also found that project contract values correlated with CSP compliance levels. Higher contract values were associated with higher CSP compliance. Contractor qualifications also played a crucial role in ensuring compliance with safety regulations. Based on these findings, it is recommended that UNP exercise greater selectivity in contractor selection processes. This study highlights the importance of construction safety in construction projects.

Page 19 of 30 | Total Record : 299

 17   18   19   20   21 

Filter by Year

2022 2025


Reset
Filter By Issues
All Issue Vol. 12 No. 1 (2025): March 2025 Vol. 11 No. 3 (2024): September 2024 Vol. 11 No. 2 (2024): June 2024 Vol. 11 No. 1 (2024): March 2024 Vol. 10 No. 3 (2023): September 2023 Vol. 10 No. 2 (2023): June 2023 Vol. 10 No. 1 (2023): March 2023 Vol. 9 No. 3 (2022): September 2022