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Indonesian Journal of Construction Engineering and Sustainable Development

sipil
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Published by Universitas Trisakti

ISSN : - EISSN : 26214146 DOI : https://doi.org/10.25105/cesd

Core Subject : Engineering,

Civil Engineering, Building, Construction & Architecture

Indonesian Journal of Construction Engineering and Sustainable Development (CESD) has been published since 2018 by the Department of Civil Engineering, Faculty of Architecture and Planning, Universitas Trisakti in association with the Construction services development Board of Jakarta (LPJK). This journal was previously known as “Jurnal Teknik Sipil” Since 2011. CESD is published regularly twice a year (June and December) and is currently indexed in Google Scholar. CESD is an open access peer reviewed journal, publishing theoretical papers, practise-oriented papers including case studies, state-of-the-art reviews by individuals, researchers and academia, experts in the field of Civil Engineering. Articles can be submitted in Bahasa or English. Associate Editors or Reviewers are also welcome. Our goal is to provide a scientific and technical background of the most recent achievements in civil engineering, Especially structural engineering, transportation structures, water and geotechnical engineering and sustainability in construction management

Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi

Articles 106 Documents

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PERBANDINGAN DURASI PEKERJAAN BOR KERING DAN BOR BASAH PADA PEKERJAAN TIANG BOR DI PROYEK X Florencio, Ricardo; Irfanto, Ryobi; Wijaya, Usman
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 7 No 2 (2024): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/10.25105/cesd.v7i2.21678

The duration of construction work is a crucial factor that affects the efficiency and success of a project, especially in bored pile construction. The purpose of this study is to identify the differences in the duration of dry and wet drilling work along with internal and external factors that affect the duration. Dry drilling is a drilling condition without using fluid, while wet drilling is a drilling condition using polymers or fluids to maintain the soil wall so that it does not collapse. The study was conducted through unstructured interviews and field observations by finding 40 data on project X. Data processing in this study was carried out using a comparative method and presented in the form of tables and graphs. Based on this comparison, it can be seen which work is more efficient and faster and the factors that influence it. Based on data analysis, the dry drilling method is more efficient with a total working duration of 3.26 hours compared to 6.37 hours required for wet drilling. The biggest difference is in the drilling and cleaning time which is different by 2.52 hours. In addition, factors such as tool damage, bad weather, and technical difficulties can affect the duration of work, especially when using wet drilling. This study provides important information for choosing the right drilling method to reduce working time and increase project efficiency

THEORY AND PRACTICE OF BIM TECHNOLOGY IN PROJECT OF PREFABRICATED BUILDING - A SYSTEMATIC REVIEW Jia, Kun; Syamsunur, Deprizon; binti Surol , Saliha; Wahyuni, Putu Ika; Nelfia, Lisa Oksri; Bt Md Noh, Nur Ilya Farhana; Lin Ng, Jing; Ardana, Putu Doddy Heka
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 7 No 2 (2024): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/10.25105/cesd.v7i2.21681

Prefabricated buildings represent a novel approach to construction, characterized by standardized designs, factory-based processing, and assembly-line operations. Over the recent years, the continuous advancement and maturation of BIM (Building Information Modeling) technology have fostered advantageous conditions for the enhancement and transformation of the construction sector. Prefabricated buildings integrate a variety of digital technologies to break down barriers in various links of the traditional construction industry. This approach effectively fosters information sharing and resource substitution across different stages and among various stakeholders in construction, thereby preventing issues such as inadequate information communication that often arise during the building process. This review elucidates the prevalent employment of BIM technology in PB (prefabricated buildings) through a systematic literature review and content analysis. A three-stage systematic literature review approach was adopted to identify and review 81 relevant articles, culminating in a summary outlining the contribution, development trends, and restriction of BIM technology in PB. The review also emphasises the potential of BIM technology, but the need for effective integration of the technology to improve future prefabrication practices

ANALISIS PENGARUH PERUBAHAN TATA GUNA LAHAN MENGGUNAKAN EPA-SWMM DI DAS KRUKUT Firmansyah, Arief; Kurniyaningrum, Endah; Herlina, Liana; Misshuari, Imas Wihdah; Amin, Rais
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 7 No 2 (2024): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/10.25105/cesd.v7i2.21759

Flooding in Jakarta, a lowland area traversed by several rivers, has become a recurring challenge due to increased development, business activities, and land-use changes. This study aims to calculate the design flood discharge for various return periods and analyze the impact of land-use changes on flooding in the Krukut River Basin. The analysis utilized ArcGIS for land-use changes and EPA-SWMM for hydrological and hydraulic simulations. Results indicate that changes in land cover have led to an increase in flood discharge, for instance, in the 2-year return period from 106.01 m³/s (2006) to 108.25 m³/s (2017), and in the 100-year return period from 204.61 m³/s (2006) to 208.93 m³/s (2017). Mitigation efforts, such as the implementation of infiltration wells, were effective in reducing flood discharge, with EPA-SWMM simulations showing a reduction in the 100-year return period from 208.93 m³/s to 186.22 m³/s. This study recommends the implementation of infiltration wells and the enforcement of spatial planning regulations (RTRW) as conservation strategies to mitigate flood risks in the Krukut River Basin.

UNSOLICITED PPP IMPLEMENTATION IN INDONESIA: A CASE STUDY OF THE DHOHO AIRPORT PROJECT Nugroho, Muhammad Sapto; Sari, Feby Kartika; Wismar, Luwandiko; Saputra, Olgavian Ade
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 8 No 1 (2025): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v8i1.22715

Infrastructure development is a critical driver of economic growth in Indonesia. However, limited funding from the State Budget (APBN) has prompted the Indonesian government to adopt the Public-Private Partnership (PPP) scheme. The Kediri Dhoho Airport project, designated as one of the National Strategic Projects (PSN), is the first unsolicited PPP airport project in Indonesia, initiated by PT Gudang Garam Tbk through its subsidiary, PT Surya Dhoho Investama (PT SDHI), using the Design-Build-Finance-Operate-Maintain-Transfer (DBFOMT) scheme. This single-case study analyzes the project’s success factors and identifies strong financial commitment, effective risk management, and rigorous monitoring and evaluation as key contributors to the successful implementation of the unsolicited PPP model. The findings show that the project overcame significant challenges—such as land acquisition, technical risks, and financial constraints—without any government fiscal contributions. The success of the Dhoho Project is expected to serve as a strategic model for future PPP initiatives, demonstrating that this scheme can be an effective solution for public infrastructure development in Indonesia.

ANALYSIS OF HYDRAULIC PARAMETERS OF AQUIFER AND WELL USING PUMP TEST: CASE STUDY OF GKB V DRILLED WELL UNIVERSITY OF MUHAMMADIYAH MALANG Sulianto
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 8 No 1 (2025): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v8i1.22897

Groundwater is a water resource that is limited in quantity, therefore its utilization must be wise so as not to have a negative impact on the environment. This study aims to detect the potential of drilled wells in meeting the operational needs of the Gedung Kuliah Bersama V (GKB V) UMM. The study was conducted through a well pumping test using static discharge to find the hydraulic parameters of the aquifer and a step drawdown discharge test to find the hydraulic parameters of the well. Data analysis using the Cooper-Jacop, Theis, Chow methods, and data recovery tests produced Transmissivity (T) values ranging from 20.48 - 36.95 m2/d. This value is included in the intermediate aquifer cluster with a production potential of 0.5 - 5.0 l/s. Well tests with step drawdown discharges produced Well Losses Coefficient (C) <0.5 min2/m5 and Development Factor (Fd)<0.1 d/m3, which can be categorized as very good well conditions. Well efficiency of 60% produces a discharge of 3.76 l/s exceeding the planned discharge of 3.00 l/sec indicating that the drilled well is quite reliable in meeting the water needs of GKB V UMM.

LITERATURE STUDY: GROUND SURFACE SETTLEMENT DUE TO PIPE INSTALLATION WORKS USING THE PIPE JACKING METHOD Easther Sistha Parameswari Wibisono; Aksan Kawanda
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 8 No 1 (2025): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v8i1.23684

Trenchless technology has been applied to minimize traffic, social, and commercial disruptions caused by construction works such as pipe installation. This technology includes pipe jacking, an underground boring method using hydraulic power. Soil disturbance due to pipe installation using the pipe jacking method is an element that must be considered and monitored during the construction and design process, because excessive ground surface settlement can potentially damage structures near the construction area. Over time, methods for predicting surface settlement continues to develop, including finite element and analytical method such as Peck’s, Verruijt’s, and Pinto’s formula. The variety of methods also encourages the growth of new characteristics and features in ground surface settlement due to pipe jacking, including the non-symmetrical ground surface settlement to the pipe axis in curved pipe jacking, the significant impact of jacking force magnitude and shield machine movement, to grouting as the impact mitigation of construction work damages.

EVALUATION OF ROAD AND INTERSECTION RESEARCH PERFORMANCE USING BIBLIOMETRIC METHODS: LITERATURE STUDY SCOPUS BASED Maula, Zaid; Paikun, Paikun
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 8 No 1 (2025): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v8i1.23780

This study aims to evaluate research trends related to road performance and intersection through a bibliometric approach. By utilizing the Scopus database, analysis was conducted on scientific publications containing the keywords “evaluation AND road performance OR intersection” within a certain period of time. The bibliometric method used includes analysis of publications based on the number of documents, country of origin, institutional affiliation, as well as visualization of author collaboration networks and frequently occurring keywords. The results show that this topic has received widespread attention globally, with an increase in the number of publications in recent years. The United States, China, and India are the countries with the largest contribution of publications, while institutions such as Tongji University and University of California are the most active affiliates. Keywords such as “intersection”, “traffic performance”, and “evaluation” dominate in the co-occurrence network, reflecting the research focus on traffic performance evaluation at conflict points such as intersections. This research provides a comprehensive overview of the direction and potential development of studies in the field of road and intersection performance, and provides a basis for future researchers to determine the focus and direction of research.

IMPLEMENTATION VALUE ENGINEERING FOR ARCHITECTURAL COST IN 6X10 AND 6X12 HOUSING RESIDENTIAL AREA (CASE STUDY: RESIDENTIAL AREA IN BINTARO JAYA) Irfanto, Ryobi; Chiandy
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 8 No 1 (2025): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v8i1.23797

The issue of limited land in DKI Jakarta has resulted in a decrease in residential development, making it difficult for many residents to obtain proper housing. As one of the supporting cities of the capital, South Tangerang is favored by private developers for residential area development, particularly in the Bintaro Jaya area. The research is conducted on a housing project by PT. C, a private developer in Indonesia, focusing on houses with the highest number of units built, specifically type 6×10 and 6×12 houses. Value engineering needs to be carried out to achieve cost efficiency to determine the amount and percentage of cost savings. The research focuses only on architectural work because in housing project architectural works have a larger cost. The process begins with the information phase using a work breakdown structure, cost breakdown, and Pareto chart, followed by a function analysis phase using a function analysis index, a creative phase to find alternative materials, then an evaluation process, and finally presenting the results in the presentation phase. The research results for type 6×10 houses show savings of IDR 36,144,550.85 with a percentage of 10.68%, while type 6×12 houses show savings of IDR 41,508,819.29 with a percentage of 8.25%. The difference in percentage is due to the variation in work volume. The larger the work volume, the smaller the percentage of savings

EXTREME RAIN AND FLOOD RISK: CAN WE SEE IT COMING? Misshuari, Imas Wihdah; Wulandari, Ratri; Bin Salim, Mohd Razman
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 8 No 1 (2025): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v8i1.24138

Climate change has significantly altered rainfall patterns, increasing the frequency of extreme rainfall events that have a major impact on infrastructure resilience and water resource management. This study aims to predict the recurrence period of extreme rainfall in Asahan Regency, North Sumatra, using the Gumbel distribution. The data used is annual maximum rainfall. The data was sorted, and its probability was calculated using the Weibull formula, then converted to Gumbel-z values. These values were used in a linear regression model to determine the location (μ) and scale (β) parameters of the distribution. The calculations were performed manually and using Python to ensure accuracy. The analysis results showed a strong negative correlation between maximum rainfall and Gumbel values, with R² = 0.742, indicating the reliability of the model in predicting extreme events. The Gumbel distribution proved to be effective in estimating the recurrence period of extreme rainfall. These findings offer vital perspectives on disaster mitigation, infrastructure planning, and sustainable water management in Asahan Regency. This predictive model plays an important role in hydrological planning and flood risk reduction in the region.

REVIEW OF THE USE OF BACTERIA AS A HEALING AGENT IN HIGH STRENGTH CONCRETE Putra Ardhani, Rifki Rezkya; Oksri Nelfia, Lisa; Amiri, Ouali
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 8 No 1 (2025): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v8i1.24139

The need for high quality concrete continues to increase along with infrastructure growth in Indonesia. However, high quality concrete is more brittle and susceptible to cracking. One innovative solution to overcome this problem is the application of self-healing concrete technology by utilizing bacteria as healing agents. This research is a literature review that discusses the use of bacteria such as Bacillus megaterium, Staphylococcus sp., and Solibacillus as self-healing agents in high quality concrete. This bacteria is able to produce the urease enzyme which triggers the formation of calcium carbonate (CaCO₃), which then fills micro cracks in concrete, thereby increasing the density and compressive strength of the concrete. Based on the studies reviewed, the addition of encapsulated bacteria, either as a partial replacement for coarse aggregate or mixed with water, can increase compressive strength by more than 12% compared to control concrete. This research concludes that the use of bacteria as self-healing agents has great potential in increasing the durability and structural performance of high quality concrete in a sustainable manner.

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Editorial Address Kampus A, Gedung C, Universitas Trisakti, Jalan Kyai Tapa No. 1 Jakarta Barat

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Contact Name
Lisa Oksri Nelfia

Contact Email
lisa@trisakti.ac.id

Phone
+6221-5663232

Journal Mail Official
cesd@trisakti.ac.id

Editorial Address
Kampus A, Gedung C, Universitas Trisakti, Jalan Kyai Tapa No. 1 Jakarta Barat

Location
Kota adm. jakarta barat,

Dki jakarta

INDONESIA