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
-
Editorial Address
-
Location
Kota surabaya,
Jawa timur
INDONESIA
Journal of Civil Engineering
Published by Institut Teknologi Sepuluh Nopember Surabaya
ISSN : 20861206     EISSN : 25799029     DOI : -
Core Subject :
Journal of Civil Engineering merupakan jurnal bidang teknik sipil yang mengacu pada sistem standar internasional dalam pengelolaannya dengan tujuan utama memajukan bidang teknik sipil melalui publikasi ilmiah demi terwujudnya kemudahan mendapatkan ilmu dan informasi serta mendukung kemajuan teknologi.
Arjuna Subject : -
Articles 11 Documents
 1   2 
Search results for , issue "Vol 40, No 2 (2025)" : 11 Documents clear
A Bibliometric Overview of Current States and Research Trends in Concrete-Filled Tube Columns Ling, Jen Hua; Omoregie, Armstrong Ighodalo
Journal of Civil Engineering Vol 40, No 2 (2025)
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j20861206.v40i2.22784

Abstract

Concrete-filled tube (CFT) columns have gained prominence in structural engineering for their exceptional load-bearing capacity and efficiency. This study conducts a bibliometric analysis of 1,154 publications from 2014 to August 2024, using data from the Scopus database and VOSviewer, to map research trends and key developments in CFT studies. Citation, co-citation, and co-authorship analyses identify influential publications, journals, authors, countries, and institutions. Findings highlight significant growth in research output and increasing focus on advanced modelling techniques, including machine learning. Emerging themes include integrating alternative materials such as Fiber-Reinforced Polymer (FRP), stainless steel, High-Performance Concrete (HPC), Recycled Aggregate Concrete (RAC), and Seawater Sea Sand Concrete (SWSSC), showcasing the potential of multi-material innovations. This analysis offers insights into current research directions and identifies gaps, suggesting that future work explore novel material combinations and advanced modelling approaches to enhance performance and drive innovation in CFT column studies.
Observation on Soil Liquefaction Analysis at Uttara Depot of Dhaka MRT Line 6 Sayeem, Arafat Chowdhury; Islam, Shafiqul; Musfikuzzaman, Md.; Mridha, Masum
Journal of Civil Engineering Vol 40, No 2 (2025)
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j20861206.v40i2.22594

Abstract

The Dhaka Metro Rail Line 6, also known as DMRT Line 6, is the first metro rail megaproject in Bangladesh which is undertaken by the government owned autonomous institution named Dhaka Mass Transit Company Limited (DMTCL). The Dhaka MRT Line-6 project consists of eight packages in total from CP (Contract Package)-01 to CP-08. The CP-01 package covers the construction of a depot at Diabari in Uttara, Dhaka. This package includes the soil improvement and land development for the construction of embankment at depot area. As CP-01 is a land development project, this project is sensitive to various geotechnical challenges, so it is obvious to identify and mitigate the geotechnical concerns associated with the project. This research analyses the potential of soil liquefaction which is a prime geotechnical challenge for this project at different boreholes of the depot. The required data is taken from the soil test report of three major boreholes (NDP-02, NDP-08 and NDP-11) at depot area and the analysis is then done according to the Seed and Idriss formula. Finally, the Factor of Safety (FL) at different depths of the soil is represented graphically to understand the overall potentiality of liquefaction with subsoil condition of the depot area.
Barriers to Social Sustainability in Residential Building Construction in Afghanistan Mohammadi, Mohammad Qasim; Rohman, Mohammad A.
Journal of Civil Engineering Vol 40, No 2 (2025)
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j20861206.v40i2.21015

Abstract

Although socially sustainable buildings are becoming increasingly popular worldwide, past studies indicate that when policymakers support sustainable building development, the social dimension is often given less attention or is entirely disregarded. There is not much research that focus on the challenges of socially sustainable buildings in Afghanistan. This research investigated the factors that hinder implementation of social sustainability in residential building construction. The study collected data from construction professionals and employed Exploratory Factor Analysis (EFA) and Varimax for analysis.  The findings are critically analysed and discussed. The results indicate that there are six underlying factors for the barriers to socially sustainable building construction in this context. Among these barriers, lack of urban planning, awareness, and economic incentives are rated as the greatest impediments to social sustainability in residential buildings. The primary goal of this study is to reduce the barriers’ dimensionality to make it easier for practitioners to overcome challenges. Moreover, to inform decision-making in the industry and encourage the adoption of more socially sustainable construction practices.
Jute Fiber as a Sustainable Reinforcement for Improving the Performance of RCA Concrete Mahi, Saniul Haque; Hossen, Md. Shourov
Journal of Civil Engineering Vol 40, No 2 (2025)
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j20861206.v40i2.22766

Abstract

Concrete demand growth in construction keeps pushing the construction industry to exploit natural aggregates beyond safety levels while damaging the environment and raising carbon pollution levels. The use of recycled Concrete Aggregate (RCA) as a sustainable solution results in compromised mechanical values and durability because of its high porosity together with weak interfacial transition zones (ITZ). The research investigates Jute Fiber (JF) reinforcement systems as a method to boost mechanical characteristics in concrete made from recycled concrete aggregates. This investigation evaluated the effect of changing JF levels from 0.15 to 0.35 percent and the use of 25 to 100 percent RCA while studying concrete workability, compressive strength, split tensile strength, and water absorption. Seventeen mixtures of concrete were tested which showed that workability alongside strength performance reduced because of the porous characteristics of RCA. JF showed its best mechanical impact when used with a combination of 0.15% concentration and 25% RCA content in the mixtures (J0.15R25). Fiber compressive strength and water absorption levels increased with greater than 0.25% fiber addition because the fibers clustered together while the JF absorbed more water. Research findings demonstrate that JF and RCA merged as an effective method to provide durable concrete which presents improved durability and tensile strength as well as crack resistance. The successful implementation of this method depends on precise control of fiber content combined with correct replacement ratios between RCA and cement. Research findings enable progress in developing sustainable efficient construction concrete materials for the building sector.
Analysis of Road Maintenance Between Burda Fast And Hotmix: A Case Study in Road Section Bojonegoro (Pajeng) –Nganjuk (Guyangan) Widjajanto, Samsul; Hera, Widyastuti
Journal of Civil Engineering Vol 40, No 2 (2025)
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j20861206.v40i2.21118

Abstract

The East Java Provincial Government through the Public Works Department of Highways has a road improvement and maintenance work program to maintain road stability. However, in its implementation, it is often faced with less-than-ideal conditions, such as natural disasters, resulting in a reduced budget for the work program. Therefore, an alternative method for maintaining asphalt pavement is needed which has advantages in terms of cost efficiency, but does not reduce quality and also does not require a more complicated process compared to carrying out road maintenance work which was usually carried out in previous years, (by using Hotmix). In this research, fast burda was used as an alternative to Hotmix for asphalt road maintenance, namely making fast burda from 2 x 3 cm coarse aggregate, 1 x 2 cm aggregate, 1 x 1 cm aggregate, and 60/70 penetration asphalt. The method used in the research is to compare road maintenance work using fast burda and Hotmix. The analysis carried out in this research is a comparison of the duration of work time, service life and cost analysis between work using fast burda and using Hotmix. The results of this research show that the duration of work with a 1 m2 sample for asphalt road patching using hot mix is the same as road patching using fast burda. The service life of road patches using Hotmix is longer than road patching using fast burda, namely fast burda starts to experience damage in the 5th month, while Hotmix starts to experience damage in the 6th month.Meanwhile, in terms of costs, work using fast burda is cheaper compared to work using Hotmix, fast burda requires IDR303.355 per square meter, while Hotmix requires IDR318.84 per square meter. So the difference in implementation costs per square meter is IDR15.490. Burda can quickly be used as an alternative method for maintaining asphalt pavement when budget conditions are reduced due to national problems or natural disasters.
The Effect of Steel Fiber Content on the Splitting Tensile Strength of steel fiber reinforced concrete (SFRC) Sitorus, Mentari Septanya; Afiah, Indah Nur; Ibrahim, Zulfadli; Muhibuddin, Andi Firman
Journal of Civil Engineering Vol 40, No 2 (2025)
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j20861206.v40i2.22836

Abstract

Concrete is a composite material consisting of two main components namely aggregate and cement mortar as a binder. Concrete has high compressive strength but weak tensile strength. The addition of fiber in concrete can improve ductile behavior before collapse, inhibit the growth of crack expansion and increase durability. This study aims to examine the effect of fiber content on the mechanical properties of fiber concrete. The fibers used were ssteel fibers with hooked end, and l/d ratio = 67,7 mm with normal concrete quality f’c = 25 MPa. The percentage of fiber content used in this study was 0%, 0,1%, 0,2%, 0,3%, 0,5%, 0,75%, 1%, 1,5% and 2%. The results showed that the addition of fiber in concrete was able to increase the split tensile strength by 7 – 117%. Fiber concrete has higher ductility than normal concrete. This is indicated by the high deflection of fiber concrete compared to the deflection of normal concrete under load.
Sensitivity Analysis of Calibration in the Water Evaluation And Planning (WEAP) Model for Water Resource Management in Keyang, Slahung, Sungkur Watershed Dianeka, Belia Tatika Arno; Lasminto, Umboro
Journal of Civil Engineering Vol 40, No 2 (2025)
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j20861206.v40i2.22653

Abstract

Water availability becomes an important issue as the population increases due to limited water resources not proportional to the increasing demand. The Keyang, Slahung, and Sungkur sub-watersheds in Ponorogo Regency, East Java, face drought during the dry season and flooding during the wet season. This research aims to analyse water availability by considering irrigation needs and cropping patterns, and provide recommendations for the allocation of water supply from surface water for efficient use in the next 30 years. Water Evaluation And Planning (WEAP) application was used for the analysis, with trial and error method to adjust the parameter values. The optimum parameter values obtained were Z1 = 0, Z2 = 0, DWC = 1000, DC = 100, RRF = 2, RZC = 300, SWC = 1000, and PFD = 0.05. Based on these optimum parameters, the model interpretation of NSE is 0.825 (good category), RMSE 11.923 (good enough category), PBIAS 40.152 (good enough category), R2 (medium influence category), and MAPE 0.873 (very accurate category). This model shows that the simulation results reflect the actual existing conditions.
The Effect of Patterns of Space Circulation on the Understanding and Satisfaction of Visitors to the Museum of Makassar Shiber, Nahridzah Mahjubuh; Rahman, Muhammad Haristo; Jusbaeni, Jusbaeni
Journal of Civil Engineering Vol 40, No 2 (2025)
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j20861206.v40i2.22837

Abstract

The Museum of Makassar, in its capacity as a representative space of urban history and culture, plays a pivotal role is fostering collective public awareness of city’s heritage. However, the undirected circulation structure of the exhibition space engenders a fragmented and unsystematic visitor experience. The objective of this research is to examine visitor circulation patterns in Museum of Makassar and formulate a spatial movement model that is able to integrate curatorial narratives more effectively. This research utilizes a qualitative approach, employing direct observation, spatial mapping and spatial configuration analysis to evaluate the relationship between the movement of visitors and their comprehension of exhibition content. The findings of this research are anticipated to contribute of the development of spatial planning strategies for museums that are more communicative, directed and inclusive, thereby supporting museum in their role as inclusive and immersive public learning spaces.
Comparative Study on Artificial Intelligence Methods in Housing Price Prediction Husada, Willy; Reynaldo, Ambrosius Matthew Junius; Hogianto, Josh Felix; Putri, Clarissa Arisanti
Journal of Civil Engineering Vol 40, No 2 (2025)
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j20861206.v40i2.22747

Abstract

The demand for property, including houses, continues to grow rapidly in Indonesia. The housing price prediction is essential in assisting the stakeholders such as buyers, sellers, and investors to make better decision-making. There are many key factors that influencing the housing prices and it is challenging to identify the most relevant factors. This study provides a comparative analysis of various methods in the housing price prediction that consists of one traditional method, Linear Regression (LR), and three artificial intelligence (AI) methods, including Artificial Neural Network (ANN), Classification and Regression Tree (CART), and Chi-Squared Automatic Interaction Detection (CHAID). The aim is to find the best machine learning method in predicting the housing price in terms of prediction accuracy through the four performance indicators and one combined performance index called the reference index (RI). The main findings of this study is that the AI-based method, the ANN method, has the best accuracy indicated by its highest RI value hence outperforming other methods in predicting the housing prices.
INTERACTIVE EFFECTS OF SPAN LENGTH AND RAFTER ANGLE ON THE DUCTILITY AND STABILITY OF STEEL WAREHOUSE STRUCTURES Darmawan, Kevin Candra; Suswanto, Budi; Amalia, Aniendhita Rizki
Journal of Civil Engineering Vol 40, No 2 (2025)
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j20861206.v40i2.22152

Abstract

The warehouse frame is a specialized steel structure requiring more complexcalculations than standard portal frames. This study investigates the impact ofrafter angle and span length on ductility and stability. Results indicate thatincreasing span length enhances ductility but reduces stability due to higher storydrift. For example, M1 (10-meter span) shows a ductility of 4.62 and story drift of13.64 mm, while M3 (20-meter span) achieves 5.07 (+9.62%) with a drift of 46.77mm. A larger rafter angle slightly increases ductility but decreases stability. M1 (10°angle) records 4.62 ductility and 13.64 mm drift, whereas M7 (20° angle) reaches4.71 (+1.79%) with 16.92 mm drift. Higher structure stiffness reduces ductility butboosts stability. M3 (128.29 kN/m stiffness) shows 5.07 ductility and 46.77 mmdrift, while M12 (192.67 kN/m) records 4.96 (-2.17%) with 29.68 mm drift. DespiteM12's minor ductility reduction, M3 demonstrates better elastic-plastic behavior.These findings reveal a clear polarity between ductility and stability

Page 1 of 2 | Total Record : 11

 1   2 

Filter by Year

2025 2025


Reset
Filter By Issues
All Issue Vol 40, No 2 (2025) Vol 40, No 1 (2025) Vol 39, No 2 (2024) Vol 39, No 1 (2024) Vol 38, No 3 (2023) Vol 38, No 2 (2023) Vol 38, No 1 (2023) Vol 37, No 2 (2022) Vol 37, No 1 (2022) Vol 36, No 2 (2021) Vol 36, No 1 (2021) Vol 35, No 2 (2020) Vol 35, No 1 (2020) Vol 34, No 2 (2019) Vol 34, No 1 (2019) Vol 33, No 2 (2018) Vol 33, No 1 (2018) Vol 32, No 2 (2017) Vol 32, No 1 (2017) Vol 31, No 2 (2011) Vol 31, No 1 (2011) Vol 30, No 2 (2010) Vol 30, No 1 (2010) Vol 29, No 2 (2009) Vol 29, No 1 (2009) More Issue