cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
-
Contact Email
-
Phone
-
Journal Mail Official
jacee@unissula.ac.id
Editorial Address
Jl Raya Kaligawe KM 4 Semarang
Location
Kota semarang,
Jawa tengah
INDONESIA
Journal of Advanced Civil and Environmental Engineering
Published by Universitas Islam Sultan Agung
ISSN : 25993356     EISSN : -     DOI : http://dx.doi.org/10.30659/jacee
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Environmental Science
Journal of Advanced Civil & Environmental Engineering invites and welcomes the submission of advanced research and review papers, innovations and developed selected conference papers that have never been previously publicized. This journal provides publications and a forum to the academics, scholars and advanced level students for exchanging significant information and productive ideas associated with all these disciplines. The relevant topics of the latest progressive findings or developments will be taken seriously into consideration, the topics covered by the journals include: Materials Structure and Structural Analysis Geotechnic Water resources/hydro Construction management Transportation Highway engineering Environmental science and engineering
Arjuna Subject : Psikologi - Psikologi (Lain-Lain)
Articles 95 Documents
 6   7   8   9   10 
Comparative Analysis of Set-Back Field Jumps In Multi-Storey Building Structures Due To Earthquake Load A. Didik Setyo Purwantoro; Alfina Maysyurah; Siti Julaeka; Muhammad Nur Fajar; Herlina Arifin
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 6, No 2 (2023): October
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.6.2.98-106

Abstract

Set-back jumping plane out due to earthquake depends. The purpose of this study is to determine what percentage of set-back field jumps are safe in multi-storey building structures when given earthquake loads, evaluate the behavior of building structures when viewed based on displacement and drift ratio and evaluate the effect of the elevation height of the set-back field jumps on building safety.In this study, the building is modeled as high as 7 floors and 6 floors with elevation heights of 28 m and 24 m using the SAP 2000 program which is used to analyze earthquake forces with the variational response spectrum method. The modeling studied was 8 modeling, namely at a height of 7 floors (building structure with set-back out 50%, 30%, 20% and 10%) and at a height of 6 floors (building structure with set-back out 50%, 30%, 20% and 10%). Based on the results of the research that has been done, the percentage of safe set-back exit plane jumps in the 7-storey high-rise building structure is in the modeling with a 10% set-back exit because the displacement value is below the allowable limit. As for the 20% and 30% set-back modeling, the displacement value of the top floor exceeds the allowable limit value. However, if the number of floors in the set-back section is reduced by 1 floor (to 6 floors) the structure is safe for every percentage of modeling.
Concrete Resistance in the Marine Environment: The Effect of Seawater Immersion (Curing) on Compressive Strength Purwantoro, Didik Setya; Fajar, Muhammad Nur; Muchtar, Hasriadi; Aris, Mohammad; Sutiono, Wilis
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 7, No 2 (2024): October
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.7.2.178-183

Abstract

Concrete is the most commonly used type of construction material but is affected by premature damage when exposed to the marine environment. The most common cause of damage is corrosion in the reinforcing steel. The problem that arises during the planning and construction stage of the beach safety building is the impact of seawater on the quality of the concrete we design. The research conducted is an experimental test with research in the laboratory by comparing the compressive strength value of normal concrete soaked in freshwater, saltwater in the laboratory and seawater in situ and the age of the used concrete is only 28 days. concrete that is immersed in seawater will experience a significant decrease in compressive strength value compared to normal concrete immersed in fresh water. For normal concrete soaked with seawater in the laboratory, the compressive strength value decreased from 29.96 MPa to 28.06 MPa. Meanwhile, concrete soaked in situ in seawater experienced a decrease in compressive strength value from 29.96 MPa to 25.55 MPa.
Evaluation of The Implementation of Quality Management, Costs and Time in The Process of Self-Managed Project Development (Study on House Building Projects Muhammadiyah University Semarang Hospital) Martomo, M; Adi, Henny Pratiwi; Wibowo, Kartono
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 7, No 2 (2024): October
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.7.2.184-198

Abstract

The construction of Universitas Muhammadiyah Semarang (Unimus) Hospital employs a self-management approach. During the construction phase, delays and a decline in building quality that did not align with the planning phase were observed. Therefore, a review of the management approach is necessary to ensure timely completion, maintained quality, and cost efficiency. This study evaluates the effectiveness of time, cost, and quality management in the construction project. The analysis method used is the interactive data analysis paradigm, involving data reduction, storage, and analysis using IBM SPSS 20. The analysis results indicate that time and cost management have been effective, with the construction work being completed within the set schedule and the costs not exceeding the Budget Plan. Quality management is rated very good with a score of 4.35, indicating that the construction process is strictly carried out according to specified materials and work procedures. Cost savings are also rated very good with a score of 3.89, indicating effective cost control. Time efficiency is rated good with a score of 4.06, showing that the project can run the schedule efficiently. Based on the research results, the researcher recommends enhancing leadership aspects and increasing active involvement of top management in supervision and strategic decision-making. This study also shows that self-management can promote transparency, efficiency, and high-quality outcomes in construction projects.
The Influence of Ramp Geometry on The Performance of non-Toll Roads Around the Merging Subiantoro, Widiyo; Suryanto, Doddy Ari
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 7, No 2 (2024): October
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.7.2.132-142

Abstract

Movement from toll roads via toll off-ramps and joining local roads often results in traffic jams and queues which significantly affect motorists' travel time. This study aims to determine the influence of ramp geometry on the performance of non-toll roads around the merger area. Geometric ramps are physical characteristics of ramps that involve length, width, height, slope angle, and other elements that affect the way vehicles enter or exit the roadway. Merger is a process of combining and then crossing two or more paths into one genre and then crossing over. From the VISSIM simulation analysis and discussion results, it was found that the capacity and geometry of the off-ramp had a very good influence on the intersection due to the combination of vehicles from the off-ramp and other connecting roads around an intersection, with an increase in ramp capacity, namely by adding 1 lane so that achieved a reduction in queue length from the existing condition of 350 m to 36 m and with Level of Service (LOS) E becoming Los C.
Utilization of Rice Husk Waste and Wood Powder as Filler in AC-WC Asphalt Perdana, Rizky Febrian; Supriyanto, Bambang
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 7, No 2 (2024): October
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.7.2.199-214

Abstract

With the limited natural resources, it is necessary to implement a program to reduce the use of natural resources and maximize the potential generated from unutilized waste. The types of waste that can be utilized as filler in AC-WC asphalt are rice husk ash waste obtained from Gunungsari Village, Malang Regency and sawdust ash waste obtained from H. Sulaiman Brick Factory, Malang Regency. The purpose of this research is to identify the chemical content values contained in rice husk ash and wood powder ash waste in AC-WC asphalt pavement mixtures by reviewing through marshall parameters and the Residual Strength Index (IRS). The results of the utilization of rice husk ash filler in AC-WC asphalt mixtures can provide an increase in stability values until it finally decreases at 100% content, besides that it can provide an increase in the values of yield, VIM and VMA. However, it gives a decrease in the VFA value and produces an IRS of 90.6% and can meet the requirements of Bina Marga 2018 Revision 2. In the sawdust ash filler, it can give an increase in stability and yield values until the peak at 100%, but it can give a decrease in VIM and VMA values. However, it increases the VFA value and produces an IRS of 87.2% which does not meet the guidelines of Bina Marga 2018 Revision 2.
Simulation of The Backpropagation Method on Durability Value Using Starbit Asphalt Against Soaking Time Alfian, Saleh; Fadrizal, Lubis; Afdhal, Rahim
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 7, No 2 (2024): October
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.7.2.155-162

Abstract

Starbit is a kind of celestial object elastomeric polymer asphalt that has been given additives. The advantages Starbit Asphalt are that it has high resistance to temperature and deformation and has good adhesion and cohesion. The purpose of this research is to calculate the durability value and try to use simulation. The research methodology encompasses simulating the backpropagation method and performing an experimental investigation in a tightly controlled laboratory setting. involves conducting an experimental investigation in a controlled laboratory setting. The durability testing encompasses different periods of time, such as thirty minutes, twelve hours, forty-eight hours, sixty-two hours, and ninety-six hours. The test results yielded an optimum asphalt content of 6.19%, which will be utilized for the production of durability samples. The test findings indicate that the durability value satisfies the criteria set by the 2018 Bina Marga Specification revision 2, which requires a minimum of 90% durability. Therefore, the material meets the durability requirements and can be utilized. After testing, the backpropagation method is simulated with stability values. The simulation results with the backpropagation method obtained the durability value with a maximum error value of 0.16% and the smallest value of -0.0068% error. So it can be concluded that the backpropagation method is considered capable of predicting durability values with an error of less than 50%. To obtain maximum results in further research, it is recommended to use.
Digital Construction Implementation in the Era of Industrial Revolution 4.0 Using Augmented Reality Technology to Determine Building Coordinates Widayanto, Arif; Antonius, A; Niam, Moh Faiqun
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 7, No 2 (2024): October
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.7.2.143-154

Abstract

The Industry revolution 4.0 has become a prominent topic of discussion, emphasizing the need to harness digital technology to enhance various aspects of human work, including the construction industry. In the field of construction, Building Information Modeling (BIM) has been widely adopted as a guiding framework for construction processes. Additionally, Augmented Reality (AR) technology has emerged as a powerful tool for bringing 3D models into the physical world. This research employs a qualitative approach, utilizing 3D design data of Pile Caps in the construction of the IKN Minister's Residence and Solo - Yogyakarta Toll Road Office. A total of 74 and 68 coordinate points were extracted from each design to analyze the discrepancies resulting from the implementation of AR technology. The findings reveal that both designs exhibited a margin of error of 0.6148648649 % for the IKN Minister's Residence and 0.6102941177 % for the Solo - Yogyakarta Toll Road Office, both of which fall below the 1% threshold for maximum allowable error.
Study of Compressive Strength of Cellular Lightweight Concrete (CLC) Bricks Using Empty Palm Fruit Bunch Ash (EPFBA) as an Additive Setiawan, Benny; Hamidi, Ahmad
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 7, No 2 (2024): October
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.7.2.163-170

Abstract

The rapid advancement of scientific knowledge in the construction field has spurred research on Cellular Lightweight Concrete (CLC) bricks by incorporating Empty Palm Fruit Bunch Ash (EPFBA). This study focuses on CLC bricks with the addition of EPFBA at 1%, 1.5%, and 2% of the cement weight, which are then compared with CLC bricks without EPFBA. These bricks undergo compressive strength testing at 7,14, and 28 days following the testing method specified in SNI 8640-2018. The specimen curing process is conducted at room temperature for three consecutive days, with thrice daily watering. The compressive strength test results at 28 days indicate that CLC bricks without EPFBA yield 2.11 MPa, CLC bricks with the addition of 1% EPFBA yield 1.06 MPa, CLC bricks with the addition of 1.5% EPFBA yield 1.95 MPa, and CLC bricks with the addition of 2% EPFBA yield 2.33 MPa. In conclusion, the addition of EPFBA to CLC bricks at 28 days enhances the compressive strength of CLC bricks.
Artificial Neural Network Method for Predicting Compressive Strength of Normal Concrete Makrifa, Auliya; Darayani, Dhiafah Hera; Prasetiawan, Jauhari; Juanita, J
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 7, No 2 (2024): October
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.7.2.171-177

Abstract

Lombok Island is an archipelago that has a source Natural resources such as sand and gravel are abundant. This material is one of the components of concrete. Concrete is a frequently used material in Indonesia. Compressive strength testing of concrete typically requires a large number of samples and a considerable amount of time. To expedite and simplify this process, researchers employ computer-based intelligence techniques, namely the Artificial Neural Network (ANN) method. This research involved a series of laboratory tests for normal concrete's compressive strength. The obtained data was then processed using MATLAB with the ANN modeling method for training. The research results indicated a Mean Absolute Percentage Error (MAPE) of 0.02% during the training process and 1.54% during testing. This demonstrates that the developed ANN modeling exhibits a high level of accuracy with low error. Therefore, the empirical formula obtained can be used for predicting the compressive strength of normal concrete with a good degree of precision.
Development of Paving Block Structure Variation for Traffic Safety and Comfort Yusuf, Muhamad; Pratikso, P; Mudiyono, Rachmat; Susanto, Totti Aditya; Saputra, Zoggy Ardi Eka
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 7, No 2 (2024): October
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.7.2.215-226

Abstract

Urban traffic congestion worldwide leads to air pollution, increased vehicle noise, and longer travel times for both private and public transit. Congestion adversely affects the well-being of road users and urban residents, and traffic accidents are closely linked to congestion. Traffic composition, road infrastructure, environmental conditions, vehicle design, and human behavior can cause congestion. Concrete block pavement is a practical option for improving traffic safety and increasing driving comfort at intersections with traffic lights. Concrete block paving roads are a cost-effective engineering solution for residential, commercial, municipal, and industrial environments. The study uses the Autocad program to create a simulation of a paved surface and a research tool to analyze the model of the research subject. Results indicate that pavement types subjected to higher loads exhibit more deformation than those under lower loads. Pavements with higher weights are more likely to deform, with the Herringbone 90° pavement type able to withstand a maximum load of 2100 kg and exhibiting the highest load deformation rate of 0.21 cm/kg. The study investigates the load-bearing abilities of different pavement kinds and patterns. The Basketweave pavement type has the lowest load capacity at 2077.9 kg and the lowest load deformation rate of 0.41 cm/kg.

Page 9 of 10 | Total Record : 95

 6   7   8   9   10 

Filter by Year

2018 2025


Reset
Filter By Issues
All Issue Vol 8, No 1 (2025): April Vol 7, No 2 (2024): October Vol 7, No 1 (2024): April Vol 6, No 2 (2023): October Vol 6, No 1 (2023): April Vol 5, No 2 (2022): October Vol 5, No 1 (2022): April Vol 4, No 2 (2021): October Vol 4, No 1 (2021): April Vol 3, No 2 (2020): October Vol 3, No 1 (2020): April Vol 2, No 2 (2019): October Vol 2, No 1 (2019): April Vol 1, No 2 (2018): October Vol 1, No 1 (2018): April More Issue