cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Syaiful
Contact Email
-
Phone
+6281282738786
Journal Mail Official
jrs.astonjadro@uika-bogor.ac.id
Editorial Address
Gedung Ir. Prijono Hardjosentono Universitas Ibn Khaldun Bogor Jl. KH. Sholeh Iskandar KM 2 Kedung Badak Tanah Sareal Kota Bogor 16161
Location
Kota bogor,
Jawa barat
INDONESIA
Astonjadro
Published by Universitas Ibn Khaldun Bogor
ISSN : 23024240     EISSN : 26552086     DOI : http://dx.doi.org/10.32832/astonjadro
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Astonjadro: Jurnal Rekayasa Sipil adalah jurnal ilmiah dibidang teknik sipil p-ISSN : 2302-4240 dan e-ISSN : 2655-2086. Jurnal Rekayasa Sipil Astonjadro diterbitkan untuk mengapresiasi dan memberikan informasi ilmiah bagi peneliti, dosen serta para profesional. termasuk dalamnya pengembangan model dan konsep penelitian yang mengacu secara berkesinambungan. Jurnal Astonjadro diterbitkan oleh Fakultas Teknik dan Sains Universitas Ibn Khaldun Bogor, terbit dua kali dalam satu tahun yaitu bulan Juni dan Desember.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 507 Documents
 47   48   49   50   51 
Sustainable Design Optimization in Fast-track Projects: A Case Study of Hospitality in Bali Widanan, I Wayan; Adhika, I Made; Dwijendra, Ngakan Ketut Acwin; Yudantini, Ni Made
ASTONJADRO Vol. 14 No. 4 (2025): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v14i4.19094

Abstract

The hospitality industry in Bali faces a significant challenge in adopting green architectural practices amid the increasing demand for fast development through fast-track methods. Although this method accelerates the completion of projects, many criticize its impact on environmental sustainability. This article explores sustainable design optimization strategies in fast-track projects by highlighting elements such as utilizing local materials, energy efficiency, and natural resource management. Case studies on several eco-friendly hotels in Bali were used to develop recommendations for architects and developers to implement design models that accelerate construction without neglecting sustainability. This research uses a qualitative approach with case study methods and in-depth interviews with industry experts. The study results show that applying environmentally friendly technology and structured project management can improve sustainability in fast-track projects. Therefore, the integration of green design practices into fast construction methods is an essential solution to support the environmental sustainability and hospitality industry in Bali.
Value Engineering Model of Hospital Buildings According to Building Technical Standards in Indonesia Riyanto, Joko; Wahyudi, Slamet Imam; Wibowo, Kartono
ASTONJADRO Vol. 14 No. 4 (2025): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v14i4.19097

Abstract

This study develops a Value Engineering model for hospital buildings that is in accordance with the rules of building technical standards in Indonesia. This standard includes Government Regulation, Regulation of the Minister of Health, and Regulation of the Minister of Public Works and Public Housing. This model aims to, obtain Variable Criteria that meet the requirements of Design eligibility, obtain Solution Strategies for fixing Variables that are less qualified to produce design recommendations with the lowest cost or net and highest benefits, and Provide a Value Engineering model that can be used to assess Design Feasibility, Variables that meet and do not meet the requirements, Strategies for fixing less qualified variables, Strategies for obtaining Design Recommendations at the lowest price or net  benefit as high as possible. The results of the model can be applied to the design phase in planning.  This Value Engineering Model is  an Abstract Development of a soft system model with DSS (Decision Support System).
Innovative Strategies for Sustainable Tourism Destinations in Denpasar Through the Concept of Community-Based Placemaking Nurwarsih, Ni Wayan; Darmawan, I Gede Surya; Parwata, I Wayan
ASTONJADRO Vol. 14 No. 4 (2025): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v14i4.19127

Abstract

This research explores the challenges of integrating spiritual and cultural values into public spaces and addressing environmental and social issues in Denpasar, a city under urbanization and mass tourism pressures. The study aims to explore innovative strategies for sustainable tourism in Denpasar through the concept of community-based placemaking, employing both top-down and bottom-up approaches to create meaningful spaces. A qualitative approach was used, with data collected through in-depth interviews, participatory observations, and document analysis, focusing on case studies in one traditional village in each of Denpasar’s four districts. The research highlights the role of local communities, cultural integration, and environmental sustainability. Findings reveal that the bottom-up approach in placemaking enhances community engagement and cultural authenticity, while the top-down approach, although efficient, requires better integration of local values. The study concludes that a collaborative framework involving local communities, the government, and the private sector is essential for creating sustainable tourism destinations. This research contributes to the field by offering practical strategies for culturally and environmentally sensitive placemaking, particularly in urban contexts.
Natural Fiber-Reinforced Soil: A Brief Review Paper Rizana, Rama; Rabbani, Arvin; Brillian, Afif Daffa; Agrina, Dwi; Listyawan, Anto Budi; Al-Amoudi, Omar Saeed Baghabra
ASTONJADRO Vol. 14 No. 4 (2025): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v14i4.19141

Abstract

The majority of building and civil engineering projects start on undeveloped soils. Before taking any further action, a thorough site inspection is required to determine the current condition of the site. Finding a location with optimal soil conditions can be difficult. One of the most commonly used methods for treating undeveloped soil is to incorporate natural fiber to reinforce soil, also known as natural fiber-reinforced soil. The purpose of this review article is to look at how different natural fibers reinforced soil. A review of studies suggests that reinforcing soil with natural fibers is a low-cost and effective stabilizing technique with several benefits. This paper is intended for geotechnical engineers in improving undeveloped soils with natural fibers, as well as researchers conducting future research.
Numerical Analysis of The Effect of Creep on The Settlement and Failure Pattern of Helical Piles Foundations Satibi, Syawal; Fatnanta, Ferry; Aprillia. H.R., Bella
ASTONJADRO Vol. 14 No. 4 (2025): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v14i4.19152

Abstract

Peat soil is a unique type of soft soil that has a low bearing capacity and experiences significant creep effect. This inherent challenge necessitates effective improvement methods to enhance its stability, among which helical pile foundations stand out as a viable solution. Despite their promising application, the nuances of how creep influences the performance of these helical piles in peat soil remain largely unexplored. This study aims to analyse the effect of creep on the settlement and failure pattern of helical pile foundations in peat soils. Axis-symmetric two-dimensional numerical analyses using the finite element method were carried out to model helical piles foundations with varying creep indices (Cα) and differing spacings between the helical plates (1D and 3,5D). The results showed that the effect of creep caused the settlement of helical piles to increase as the value of Cα increases. However, the changes of excess pore water pressure around the helical pile foundation were not significantly affected by the variation of Cα value. In addition, the failure patterns of helical piles foundations were not affected by the creep effect, with the failure mechanism still following the cylindrical shear pattern for the 1D inter-plate spacing and the individual bearing pattern for the 3,5D inter-plate spacing. This study provides insight into the importance of considering the effect of creep in the design of helical piles foundations in peat soils for long term use.
Analysis of Factors Affecting the Performance of Government Project Completion Time in Pangkalpinang City Giarta, Fanta Wahyu; Suroso, Agus
ASTONJADRO Vol. 14 No. 4 (2025): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v14i4.19196

Abstract

Bangka Belitung Islands Province with its capital city Pangkalpinang has a strategic position as a city located on the economic route of Bangka Island. As an archipelago, it relies heavily on the transportation sector, both land, sea and air transportation to meet construction materials. Astronomically, Pangkalpinang City is located between 2°4’-2°10’ South Latitude and 106°4’-106°7’ East Longitude. Administratively, Pangkalpinang City is divided into 7 sub-districts, namely Bukit Intan, Girimaya, Taman Sari, Gerunggang, Rangkui, Gabek, and Pangkalbalam Districts with a total area of ​​118.41 km2. This research is included in the type of quantitative descriptive research using the survey method. The survey method aims to provide a detailed description of the background, characteristics, and characteristics that are typical of a case or incident of something that is general in nature. The purpose of the study was to obtain solutions to the variables that most influence the performance of the completion time of government building construction in Pangkalpinang City. Based on the results of the T-Test analysis, F-Test and Determination Coefficient Test, it was obtained partially and simultaneously that Environmental Factors (X1), Wage Factors (X2), Coordination (X3), and Worker Productivity (X4) have a significant effect and have a contribution of 85.4% to the performance of the completion time of government building construction projects, 2) based on the results of the variable ranking analysis using multiple linear regression equations & beta coefficient values, it can be concluded that the Wage Factor variable (X2) is the dominant factor that influences the performance of the completion time of building construction projects, which is 72.59%, so to control the completion time of government building construction projects which is mainly carried out by the Project Manager is to control Wages, 3) all research variables, namely Environmental Factors (X1), Labor Factors (X2), Coordination (X3), and Worker Productivity Factors (X4) can affect the performance of the completion time of government building construction projects in Pangkalpinang City. The results of the analysis show that the dominant factor according to all respondents is the labor factor (beta value 1.001).
Effect of Change Contract Order, Labor, Material, Tools to Time Delayu of Low-Rise State Building Project Tobing, Pahala R; Suroso, Agus
ASTONJADRO Vol. 14 No. 4 (2025): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v14i4.19197

Abstract

Construction of state low-rise buildings in Pangkalpinang city is a common project that usually built by The Public Works Department of Pangkalpinang. The problem often faced by construction of state low-rise buildings projects at Pangkalpinang is the low performance of time (Delay). This condition be expected caused by Change Contract Order (CCO), man power, materials, and machine, This research aims to analyze the influence of those factors on delay time in state low-rise building construction projects. The analysis used in this research is multiple regression with SPSS. This research find that both and parsially the 4 (four) factors influence the time-performance (delay) of low-rise state building construction. Based on data analysis, the equation Y = 3.887+ 0.390 X1 + 0,278 X2 + 0,265 X3 + 0,341 X4. Based on the results of the Coefficient of Determination Test, simultaneously CCO Factors (X1), Manpower Factors (X2), Materials Factors (X3) and Machines Factors (X4) have an influence contribution of 74.0 % of Time Performance (Y). Meanwhile, for the results of the most dominant factor analysis using Beta Standardized x Zero-Order, it was found that the CCO Factor (X2) was the most dominant factor that could influence time performance with an influence value of 23.99%. Considerations in determining alternative solutions to control time performance in state low-rise building construction projects are carried out on the most dominant factor, namely the CCO Factor (X1).  
Analysis of the Impact of Mining Activities on Flooding in Pangkalpinang City Salim, M. Agus; Suroso, Agus
ASTONJADRO Vol. 14 No. 4 (2025): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v14i4.19199

Abstract

Flooding is one of the problems in Pangkal Pinang City. Tin mining activities in the districts around Pangkal Pinang City have triggered flooding in Pangkal Pinang City Apart from that, the reduction in catchment areas and sub-optimal polder system infrastructure affect the height and duration of flood inundation in Pangkal Pinang City. Flood management is currently still partial, so it is necessary to carry out integrated coordination between agencies and institutions to review the master plan for flood management in Pangkal Pinang City. To prevent flooding, it is necessary to review the things that cause flooding, so research needs to be carried out to analyze these things. This research aims to determine and analyze the influence of mining activity factors, catchment areas, polder systems and coordination on flood conditions in Pangkal Pinang City. This research uses a multiple linear regression analysis model with supporting data from historical data on the height and average duration of flood inundation in Pangkal Pinang City. The research results showed that the model equation Y = 3.216 + 0.484X1 – 0.396X2 – 0.412X3 – 0.480X4. Based on the results of data analysis using SPSS, the results showed that mining activity factors, catchment areas, polder systems and coordination had an influence on flood conditions in Pangkal Pinang City with an influence contribution of 85.0% with the most dominant variable ranking influencing flooding, namely mining activity. The regression coefficient value for the mining activity variable has a positive value of 0.484. This shows that if mining activity increases by 1%, then the height and duration of flooding as a flood indicator will increase by 0.484 times assuming other independent variables are considered constant. This model is used to project future floods. With this modeling, it is hoped that it can be used to overcome flooding in Pangkal Pinang City.
Influencing Factor of Bore Pile Delay's Work at Green Campus to Improve Time Performance Ariyanto, Paulus; Kussumardianadewi, Bernadette Detty
ASTONJADRO Vol. 14 No. 4 (2025): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v14i4.19237

Abstract

The construction of the Green Campus of Sentul Defense University has suffered a setback from the planned schedule. In its planning, this project will be carried out for 5 months from May 2024 to September 2024, but it was delayed due to foundation work.  The bore pile foundation work itself was carried out for 70 days from the 5th week to the 14th week.  The bore pile work was planned to start in the 5th week, but in its implementation, it was only done in the 10th week, so it is necessary to identify the factors causing the delay and assess the level of importance. Therefore, this study aims to rank the factors that cause delays in bore pile work using the Relative Importance Index (RII). The variables consist of Owner (X1), Consultant (X2), Contractor (X3), Environment and K3 (X4), Materials and Equipment (X5), Construction Management (X6). The research method used is quantitative survey with descriptive analysis. The results of the analysis and calculation of the RII are the dominant factor causing the delay in bore pile work based on the variable is Owner (X1). Meanwhile, the dominant factor causing delays in bore pile work based on indicators is the Owner's delay in the approval process and making design changes (X1.2). The results of this study are expected to be a reference in the next bore pile work in the green campus project.
Numerical Simulation of RC Beam-Column Joint: Influence of Discrete Crack Modeling on Hysteresis Response Brihaspati, Brihaspati; Saputra, Ashar; Setiawan, Angga Fajar
ASTONJADRO Vol. 14 No. 4 (2025): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v14i4.19246

Abstract

Understanding the hysteresis behavior of reinforced concrete (RC) beam-column joints with monolithic slabs under cyclic loading is essential for assessing seismic performance. Finite element analysis (FEA) provides a powerful tool for such studies, but accurately capturing cyclic response remains challenging. This research aims to develop and validate an FEA model that provides the hysteresis behavior of an RC beam-column joint focusing on material modeling approaches and emphasizing the influence of discrete crack modeling in simulating major crack opening and closure. The numerical model is implemented in ABAQUS/Standard, combining the Concrete Damaged Plasticity (CDP) model for concrete, combined hardening for reinforcement, and discrete crack representation to enhance crack behavior simulation. The model is validated against previous experimental results by Durrani & Zerbe (1987) under the same cyclic loading protocol. The results show that least one discrete crack significantly enhances the agreement between numerical and experimental hysteresis loops, while two discrete cracks provide the best match for capturing pinching effect and cyclic stiffness degradation. The compression stiffness recovery parameter (wc) in CDP and the combined hardening model for reinforcement also play critical roles in influencing numerical results. The model successfully reproduces cyclic stiffness degradation and energy dissipation, although minor discrepancies exist due to material data limitations. This study advances numerical modeling of RC beam-column joints under cyclic loading, emphasizing the importance of discrete crack modeling in enhancing simulation accuracy for seismic performance assessment.

Page 50 of 51 | Total Record : 507

 47   48   49   50   51 

Filter by Year

2012 2025


Reset
Filter By Issues
All Issue Vol. 14 No. 4 (2025): ASTONJADRO Vol. 14 No. 3 (2025): ASTONJADRO Vol. 14 No. 2 (2025): ASTONJADRO Vol. 14 No. 1 (2025): ASTONJADRO Vol. 13 No. 3 (2024): ASTONJADRO Vol. 13 No. 2 (2024): ASTONJADRO Vol. 13 No. 1 (2024): ASTONJADRO Vol. 12 No. 3 (2023): ASTONJADRO Vol. 12 No. 2 (2023): ASTONJADRO Vol. 12 No. 1 (2023): ASTONJADRO Vol. 11 No. 3 (2022): ASTONJADRO Vol. 11 No. 2 (2022): ASTONJADRO Vol. 11 No. 1 (2022): ASTONJADRO Vol. 10 No. 2 (2021): ASTONJADRO Vol. 10 No. 1 (2021): ASTONJADRO Vol. 9 No. 2 (2020): ASTONJADRO Vol. 9 No. 1 (2020): ASTONJADRO Vol. 8 No. 2 (2019): ASTONJADRO Vol. 8 No. 1 (2019): ASTONJADRO Vol. 7 No. 2 (2018): ASTONJADRO Vol. 7 No. 1 (2018): ASTONJADRO Vol. 6 No. 2 (2017): ASTONJADRO Vol. 6 No. 1 (2017): ASTONJADRO Vol. 5 No. 2 (2016): ASTONJADRO Vol. 5 No. 1 (2016): ASTONJADRO Vol. 4 No. 2 (2015): ASTONJADRO Vol. 4 No. 1 (2015): ASTONJADRO Vol. 3 No. 2 (2014): ASTONJADRO Vol. 3 No. 1 (2014): ASTONJADRO Vol. 2 No. 2 (2013): ASTONJADRO Vol. 2 No. 1 (2013): ASTONJADRO Vol. 1 No. 2 (2012): ASTONJADRO Vol. 1 No. 1 (2012): ASTONJADRO More Issue