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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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A REVIEW OF SOIL DEVELOPMENT IDENTIFICATION IN INDONESIA BASED ON FREE SWELLING INDEX Maulani, Tika Febriayu; Putri, Christy Anandha
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 8 No 2 (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/

Expansive soil is a type of clay that undergoes significant volume changes due to changes in moisture content, and can cause serious damage to construction if not identified at the planning stage. This research aims to review the identification method of expansive soil development degree in Indonesia through a literature study of six previous studies. The analysis was based on the type of test, soil physical parameters, sample location, and classification criteria used, such as Chen (1975), Raman (1967), Seed (1962), and other standards. The review showed that the majority of studies relied on indirect approaches, such as Atterberg Limit testing and grain gradation analysis, which generally resulted in medium to very high classifications. However, there are inconsistencies between the results of indirect and direct methods. One of the direct methods that has been introduced is the Free Swelling Index (FSI) based on the Indian standard IS: 2720-40 (1977), which is considered simple, fast and applicable, but is still rarely used in Indonesia. Therefore, this study recommends the application of the two approaches and the utilization of FSI as a more accurate and efficient alternative for the initial identification of expansive soils.

THE IMPLEMENTATION ALTERNATIVE OF STORAGE POND AT GREENWOODS COUNTRY SERPONG RESIDENCE Herprioningrum, Maharani; Andajani, Sih
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 8 No 2 (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/

Rapid urbanization in South Tangerang has driven extensive land-use conversion into residential areas, resulting in reduced infiltration zones and increased surface runoff volume. In response to this issue, this study was conducted to address local water inundation problems in an area designated for the Greenwoods Country Serpong housing development. The planned site is traversed by a primary drainage channel that discharges into the Jaletreng River. A bottleneck at the outlet of this channel causes inundation in both the surrounding residential area and the planned development. With the upcoming construction, inundation is expected to worsen due to decreased rainwater absorption capacity, leading to increased flood discharge through the bottleneck. This study aims to design an eco-drainage system using retention and detention ponds (long storage) as an environmentally friendly and sustainable approach to stormwater management. Hydrological analysis was conducted by calculating design rainfall using four probability distribution models—Gumbel, Normal, Log-Normal, and Log-Pearson Type III—which were validated using Chi-Square and Kolmogorov-Smirnov statistical tests. Design flood discharge was estimated using the Modified Rational Method for 2-year and 5-year return periods. The study proposes six alternatives for pond dimensions, equipped with pumps, adjusted to the maximum capacity of the downstream existing channel. The results indicate that the designed storage ponds can effectively reduce flood discharge and inundation while contributing to groundwater recharge. This system offers an adaptive technical solution for residential areas with limited open space.

TECHNICAL RISK LEVELS AFFECTING PROJECT TIME PERFORMANCE IN THE CONSTRUCTION OF ONAN RUNGGU PORT PHASE I, NORTH SUMATRA Sihotang, Parlindungan; Naibaho, Pio Ranap Tua; Salim, Mohd Razman
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 8 No 2 (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/

The Phase I development project of the Onan Runggu Port in Samosir Regency, North Sumatra, is a strategic government initiative to improve connectivity and water transportation access on Lake Toba. This port is expected to stimulate local economic growth and the development of the tourism sector. However, the project faces a number of technical risks that can disrupt its smooth implementation and timely completion. Based on the analysis, one risk was found to be on a medium scale, eighteen risks on a high scale, and one risk on an extreme scale. Risk control can be carried out through preventive and corrective measures, such as weather monitoring, work schedule adjustments, technical drawing inspections, and the implementation of a strict quality control system. In addition, preparing backup materials and equipment, as well as worker training, is very important. These risk controls aim to reduce the impact on the time performance of the Phase I Onan Runggu Port development project in North Sumatra.

COMPARATIVE ANALYSIS OF THE CUT-AND-COVER AND TOP-DOWN METHODS FOR BASEMENT CONSTRUCTION IN TERMS OF TIME AND COST ON THE WAHID HASYIM APARTMENT BUILDING PROJECT Laia, Insyaf Maret; Naibaho, Pio Ranap Tua; Salim, Mohd Razman
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 8 No 2 (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/

Basement structure work is a crucial part of constructing multi-story buildings, especially in dense urban areas with limited workspace or heavy equipment maneuverability. This study aims to analyze the comparison between two basement construction methods, namely the Cut-and-Cover method and the Top-Down construction method, using a case study on the Wahid Hasyim Apartment building project in Medan, North Sumatra. The analysis is based on two main parameters: execution duration and construction cost. The research findings indicate that the Cut-and-Cover method requires an execution time of 215 days with a total cost of Rp. 59,297,411,788.65. Meanwhile, the Top-Down method only requires an execution time of 164 days with a total cost of Rp. 48,012,728,671.13. Based on these results, the implementation of the Top-Down construction method is proven to be superior, with a time effectiveness of 23.72% and a cost efficiency of 19.03% compared to the Cut-and-Cover method. This is because with the Top-Down method, several work items can be performed concurrently.

FATIGUE LIFE SIMULATION OF CONCRETE PAVEMENT STRUCTURE WITH NANOMATERIAL CONCRETE SLAB IN TROPICAL ENVIRONMENT Care, Frisky Ridwan Aldila Melania; Irfanto, Ryobi
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 8 No 2 (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/

Recent studies on nanomaterial concrete in Indonesia have demonstrated improvements in mechanical properties, particularly in the context of fatigue life for concrete road pavements. While traditional designs focus primarily on traffic axle loads, curling stress from temperature differentials also plays a significant role. Previous research using 3D finite element analysis (FEA) software, such as EverFE2.26, showed that the tensile and curling stresses matched those calculated by established methods like Westergaard and Bradbury. This research uses a mechanistic approach and 3D finite element analysis (FEA) software for simulations. A literature review gathered data on the mechanical properties of nanomaterial concrete. After inputting all required parameters, EverFE2.26 performed a stress analysis, allowing for the calculation of concrete pavement fatigue life. The simulation showed that temperature differential greatly impacts the fatigue life of concrete pavements in tropical environments like Indonesia. Nevertheless, nanomaterial concrete could be a promising option to reduce those impacts if its strength can be further improved

COMPARATIVE ANALYSIS BUILDING SEISMIC EVALUATION USING CONCRETE FRAMES AND REINFORCED MASONRY WALL IN ISLAMIC SCHOOL Gazali, Abdhy; Aulia, Rahmi; Nurrahmawati, Annisa; Noruza, Egi
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 8 No 2 (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/

Existing school buildings in high-seismic regions may not comply with current seismic provisions, increasing the risk of severe damage during earthquakes. This study evaluates the seismic performance of an Islamic School building in Bogor, West Java, and examines how the assumed structural system—Concrete Moment Frame (C1) versus Reinforced Masonry (RM1)—affects ASCE 41-17 evaluation outcomes. The work combines document review, field investigation, 3D ETABS modelling, and Tier 1–Tier 2 assessments under the BPOE target (Life Safety at BSE-1E and Collapse Prevention at BSE-2E). For the C1 assumption, Tier 1 screening identified several non-compliant checklist items and shear demand–capacity ratios exceeding unity: 1.61 for BSE-1E and 1.57 for BSE-2E. Tier 2 (linear dynamic, displacement-controlled) results further showed column acceptance exceedances, with m-factor D/C ratios reaching about 3 under BSE-1E and about 4.5 under BSE-2E. After reclassifying the system as RM1 to better represent the as-built behaviour, the primary wall shear D/C ratios fell below 1 (0.63 for BSE-1E and 0.46 for BSE-2E), indicating adequate lateral capacity. These findings highlight that correct structural-system identification is critical for meaningful seismic evaluation, and targeted retrofit measures (e.g., FRP strengthening of critical elements) are recommended to enhance safety.

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Lisa Oksri Nelfia

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+6221-5663232

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

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Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

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

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

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