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Mohammad Imamuddin
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Universitas Muhammadiyah Jakarta Gedung Teknik Sipil. Fakultas Teknik Universitas Muhammadiyah Jakarta. Jl. Cempaka Putih Tengah 27, Jakarta Pusat.
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International Journal of Civil Engineering and Infrastructure (IJCEI)
Published by Universitas Muhammadiyah Jakarta
ISSN : -     EISSN : 27762580     DOI : -
Core Subject : Science, Social, Engineering,
Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Engineering Environmental Science Transportation
The objective of the IJCEI is to fully document advances in International research in the fields of construction and infrastructure. IJCEI welcomes submissions in the following areas: structural engineering, geotechnical engineering, transportation engineering, hydraulic engineering, management construction, management Infrastructure, and environmental engineering.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 85 Documents
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ANALYSIS OF THE STRUCTURAL PERFORMANCE OF THE UPPER STRUCTURE OF THE JAGAKARSA JAKARTA SELF-APARTMENT BUILDING USING ETABS SOFTWARE WITH PUSHOVER ANALYSIS METHOD Jujun Junaedi Hidayat; Sempurna Bangun; Kristina Sembiring; Pio Ranap Tua Naibaho
International Journal of Civil Engineering and Infrastructure Vol. 5 No. 2 (2025): IJCEI Volume 5 No. 2
Publisher : University Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24853/ijcei.5.2.10-19

Abstract

An earthquake is a natural disaster event that causes seismic waves and vibrations or shocks due to a sudden release of energy under the earth's surface. Earthquakes are caused by collisions or frictions between tectonic plates (earth plates) or the collapse of gaps in the sea. In this study, it is specialized to evaluate the performance of the upper structure by adopting a plan on the existing building structure (existing condition) in accordance with the change in the field due to differences, changes in field conditions and will carry out a non-linear static analysis in the form of pushover analysis using the ATC-40 method with a building that functions as a flat. The results of the pushover analysis in the Rusun Jagakarsa building by modeling using the ETABS application obtained a greater value from the base shear in the y direction compared to the base shear in the x direction. The capacity curve in the x-direction stopped at step 9 with a value from the Base Shear of 48.654,4992 KN, the capacity curve in the direction of y stopped at step 3 withand a Base Shear value of 29.656,6413 KN. The level of performance of the structure was measured based on the calculation of the maximum parameter of total drift and the maximum parameter of inelastic drift of the direction x of 0.00803 < 0.01 value is included in Damage Control (DC). For the maximum parameter value of the total drift resulting from the calculation of pushover in the direction y is 0.00741 < 0.01, based on these results it is included in the category of Immediate Occupancy (IO). Then for the maximum parameter value of inelastic drift as a result of the calculation of Pushover in the direction of y is 0.00745 > 0.005, this value is included in the category of Damage Control (DC).Keywords: Earthquake, pushover, ETABS
ANALYSIS OF COLUMN AND SLAB BEHAVIOR DUE TO ELEVATION DIFFERENCE ON SLOPING GROUND Dominikus Ola Ama; Sempurna Bangun; Kristina Sembiring; Pio Ranap Tua Naibaho
International Journal of Civil Engineering and Infrastructure Vol. 5 No. 2 (2025): IJCEI Volume 5 No. 2
Publisher : University Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24853/ijcei.5.2.20-30

Abstract

The construction of the I-Smart Building is planned on a site with steep slope topography, with an elevation difference of approximately 8 meters between the front side (+110.000) and the rear side (+102.000), resulting in a slope gradient of about 4.7%. During the construction phase, the zero elevation of the I-Smart Building had to be adjusted to match that of the previously constructed Technopole building, necessitating soil excavation of up to ±5 meters. This adjustment significantly impacted the structural design, particularly due to the variation in column heights, which led to the short column effect. Short columns are known to experience greater shear forces and bending moments due to concentrated lateral loads, while carrying smaller axial loads compared to taller columns. The analysis showed that short columns received approximately 53% higher shear forces and 83% higher bending moments, but carried only half the axial load of tall columns. Nevertheless, all column types satisfied the requirements for cross-sectional capacity, internal forces, and reinforcement needs. Additionally, the difference in column heights affected the distribution of lateral loads on the floor slabs. However, theoretical calculations and structural analysis indicated that the floor slabs were capable of resisting the resulting internal forces, with reinforcement meeting the requirements of SNI 2847-2019. Overall, both the column structures and floor slabs were deemed safe and met design criteria.Keywords: Short Column, Sloped Terrain, Slab, Sloping
UTILIZATION OF EPANET IN REDUCING FLOODING ON JALAN GADING KIRANA TIMUR Mohammad Imamuddin; Tanjung Rahayu; Jihan Melanie Syaputri
International Journal of Civil Engineering and Infrastructure Vol. 5 No. 2 (2025): IJCEI Volume 5 No. 2
Publisher : University Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24853/ijcei.5.2.31-39

Abstract

Jalan Gading Kirana Timur, North Jakarta, experienced significant flooding problems due to an inadequate drainage system. This study aims to analyze the performance of the drainage pipeline network using EPANET v.2.0 software and compare the simulation results with manual calculations. Quantitative descriptive methods are used to collect data through literature studies and field surveys. The results of the analysis showed that the flow speed in the pipeline was above the set minimum limit, but the headloss value reached 19.38 m/km, far exceeding the maximum limit of 10 m/km. This indicates that water cannot flow properly to the disposal site, potentially causing inundation and flooding. Manual calculations and EPANET simulations show consistency in total head and headloss, with total heads at junction 2 being 32.07 m. Recommendations for improvements include increasing pipeline capacity to reduce headloss and the use of EPANET as an aid in planning more effective drainage systems. This research is expected to provide input for the community and the government in flood mitigation efforts on Jalan Gading Kirana Timur, North Jakarta.Keywords: flooding, drainage system, EPANET.
APPLICATION OF NEW METHOD IN ANALYZING AND OVERCOMING LANDSLIDE PROBLEMS USING THE CRACKED SOIL THEORY APPROACH S.R.B. Prasetyo; Basith Al Hanif; Bagas R. Subchan
International Journal of Civil Engineering and Infrastructure Vol. 5 No. 2 (2025): IJCEI Volume 5 No. 2
Publisher : University Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24853/ijcei.5.2.40-48

Abstract

Landslides often occur unexpectedly, even on slopes previously considered stable according to standard methods, but in reality, the slopes fail. This study presents a method for landslide analysis and mitigation using the concept of cracked soil that considers hidden subsurface cracks as the main triggering mechanism under heavy rainfall conditions. A case study was conducted at the 150 kV SUTT tower site in Segoromadu-Petrokimia, Gresik, Indonesia, where slope failure was observed near critical infrastructure. Comprehensive field investigations, including Standard Penetration Tests (SPT), geoelectric surveys, and laboratory testing have revealed a predominantly stiff clayey silt soil profile with potential cracks between 4–7 meters deep. Slope stability was analyzed using the Limit Equilibrium Method (LEM) under critically saturated and undrained conditions and modeling a weak layer indicated as a cracked layer. The layer was obtained from the interpretation of geoelectrical testing results in the field. The results confirmed that the existing safety factor was below the recommended threshold, especially when considering the tower load. To restore stability, a reinforcement design using mini-piles combined with concrete overlays and sheet piles was proposed. Post-reinforcement analysis showed an overall stability factor exceeding 1.5, validating the design's effectiveness. This study highlights the importance of accounting for subsurface cracks in analyzing slope failure mechanisms to provide mitigation solutions best suited to field conditions.Keywords: Landslide, Cracked Soil Theory, Slope Stability, LEM Analysis
UTILIZATION OF ARTIFICIAL AQUIFERS FOR RAINWATER STORAGE (ABSAH) IN GADING KIRANA HOUSING, KELAPA GADING Mohammad Imamuddin; Tanjung Rahayu; Mira Herliana
International Journal of Civil Engineering and Infrastructure Vol. 5 No. 2 (2025): IJCEI Volume 5 No. 2
Publisher : University Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24853/ijcei.5.2.49-57

Abstract

Jakarta is facing a clean water crisis due to rapid population growth, land subsidence, and fluctuations in the supply of PDAM. This study analyzes the potential application of Artificial Aquifer Storage Rainwater (ABSAH) technology as an alternative solution for providing clean water in densely populated residential areas. The study was conducted in Gading Kirana RW 08 Housing, Kelapa Gading, North Jakarta, with an area of 42 hectares. The research method includes the analysis of BMKG rainfall data at the Tanjung Priok Maritime Meteorological Station for the period 2016–2025, the calculation of the volume of rainwater availability from a roof area of 252.000 m², the analysis of domestic water needs based on SNI 6728.1:2015 (200 liters/person/day), and the planning of the ABSAH system with a depth of 2.5 meters. The results showed that the daily availability of rainwater fluctuated between 2.015,19–9.099,65 m³, while the domestic needs of the community were 1.243 m³/day. The analysis of the water balance shows that there is an annual surplus of 33.159,79 m³ that can be utilized through the ABSAH system. The implementation of the system requires 173 units of ABSAH tubs with a capacity of 150 m³ with dimensions of 12 m × 5 m × 2.5 m, serving a ratio of 7 houses per unit. The ABSAH system integrates rainwater storage, artificial recharge, and flood mitigation functions to support urban water resilience. This study provides a model for the implementation of ABSAH technology for similar residential areas and contributes to the achievement of SDGs related to sustainable clean water access.Keywords: ABSAH, rainwater harvesting, artificial aquifers, urban water resilience, North Jakarta
STRUCTURAL BEHAVIOR AND PERFORMANCE OF HOT-ROLLED WIDE FLANGE CASTELLATED STEEL BEAMS: INSIGHTS FROM FINITE ELEMENT ANALYSIS Cipto Wahyu; budiman budiman; Basit Al Hanif
International Journal of Civil Engineering and Infrastructure Vol. 5 No. 2 (2025): IJCEI Volume 5 No. 2
Publisher : University Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24853/ijcei.5.2.58-67

Abstract

Castellated steel beams, produced by cutting solid cross-sections, enhance the moment of inertia without increasing self-weight but remain vulnerable to lateral–torsional buckling (LTB) and Vierendeel action. This study investigates the nonlinear behavior of IWF 200×100×5.5×9 beams with spans of 8–10 meters using ABAQUS and the modified Riks algorithm. Results reveal that LTB is the governing failure mode, consistent with AISC 360 predictions. Circular web openings provide 2–7% higher ultimate capacity at short spans, though their performance aligns with hexagonal openings for longer spans. Hexagonal openings, however, reduce deflections by 15–20%, indicating improved serviceability. Strengthening strategies are proposed, including stiffeners, lateral bracing, partial closure of web openings near supports, and optimization of opening ratios between 50–70%, achieving an effective balance between strength and deflection control. The findings highlight the critical influence of opening geometry and span on structural performance and provide actionable guidance for the design and optimization of castellated steel beams. This work advances understanding of perforated steel behavior under bending and offers practical solutions for enhancing both ultimate capacity and serviceability in engineering applications.Keywords: Castellated steel beams, nonlinear analysis, lateral–torsional buckling, ABAQUS, structural optimization
VEHICLE PARKING PERFORMANCE ANALYSIS OF MARKETS IN DUREN SAWIT SUBDISTRICT Irnanda Satya Soerjatmodjo; Andika Setiawan; Alfian Dwi Indrianto; Trijeti Trijeti; Tanjung Rahayu
International Journal of Civil Engineering and Infrastructure Vol. 5 No. 2 (2025): IJCEI Volume 5 No. 2
Publisher : University Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24853/ijcei.5.2.68-79

Abstract

Traditional markets are characterized by direct retail transactions between sellers and buyers, operating on either a temporary or permanent basis with specific service levels. Perumnas Klender Market represents one of the prominent traditional markets in Jakarta. High levels of commercial activity during peak hours frequently result in significant vehicle accumulation within the market's parking facilities. Consequently, parking management has become a critical factor in maintaining the functionality of traditional market infrastructure. This research aims to evaluate the parking characteristics and performance for motorcycles and private vehicles. Primary data were collected through field surveys and analyzed using the parking characteristic formulations established by the Directorate General of Land Transportation’s technical guidelines. The findings indicate that the current parking area is insufficient to accommodate the volume of vehicles, primarily due to limited space and irregular parking behavior among visitors. Analytical results show a parking index exceeding 100%, signifying that vehicle demand surpasses the available capacity. By implementing the proposed alternatives, the parking index can be effectively reduced to a more sustainable level.Keywords: Traditional Market, Parking Performance, Parking Index, Parking Characteristics, Parking Accumulation
ANALYSIS THE PERFORMANCE OF SASAKJARANG WATERSHED URBAN DRAINAGE SYSTEM ON FLOODING IN NAROGONG HOUSING COMPLEX PARK, BEKASI CITY Ayu Nurin Hardiyanti; Kasman Kasman; Siska Amelia
International Journal of Civil Engineering and Infrastructure Vol. 6 No. 1 (2026): IJCEI Volume 6 No. 1
Publisher : University Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24853/ijcei.6.1.1-8

Abstract

The rapid development of urban areas in Bekasi City has increased pressure on the urban drainage system, particularly in the Sasakjarang Watershed. Land use conversion from infiltration areas into built-up areas has increased surface runoff that is not balanced by adequate drainage capacity, resulting in recurring inundation in Taman Narogong Housing Estate. This study aims to identify the existing condition and performance of the drainage system in controlling inundation, analyze the technical and non-technical factors affecting system performance, and formulate sustainable improvement recommendations. The research employed a quantitative approach through hydrological and hydraulic analyses, evaluation of drainage channel capacity, and analysis of spatial utilization and socio-environmental aspects. Data were obtained from field surveys, rainfall data, land use data, interviews, and questionnaires. The results indicate that most drainage channels are unable to accommodate the design flood discharge due to limited hydraulic capacity, sedimentation, waste accumulation, and inadequate maintenance. In addition, land use changes and low community participation further aggravate inundation problems. The recommendations include increasing channel capacity, implementing flood control structures such as long storage, strengthening drainage maintenance, controlling spatial planning, and enhancing community participation in urban drainage management.Keywords: land use, Sasakjarang watershed, surface runoff, urban drainage
STABILITY EVALUATION OF LEUWIKERIS EARTHFILL DAM BASED ON GEOTECHNICAL INSTRUMENTATION DATA DURING INITIAL RESERVOIR IMPOUNDING Daffa Ari Prasetya; Moh. Faiqun Ni’am; Abdul Rochim
International Journal of Civil Engineering and Infrastructure Vol. 6 No. 1 (2026): IJCEI Volume 6 No. 1
Publisher : University Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24853/ijcei.6.1.9-19

Abstract

The Leuwikeris Dam, which began operating in 2024, serves the functions of flood control, irrigation water supply, and raw water provision. This embankment-type dam is monitored using geotechnical instrumentation to ensure safety during the initial reservoir filling. This study aims to evaluate the stability of the Leuwikeris Dam based on geotechnical instrumentation data, analyze the relationship between rising reservoir water levels and the dam's response, and identify the geotechnical factors influencing instrument readings. The analysis was conducted using geotechnical instrumentation monitoring data collected from the post-construction period through the initial reservoir filling. The instruments analyzed included piezometers, inclinometers, multilayer settlement gauges, and shear markers. Pore water pressure data were used to model the phreatic line and perform dam stability analysis, while deformation data were used to evaluate the dam embankment's response to changes in loading caused by rising reservoir water levels. The analysis results indicate that the Leuwikeris Dam remained safe and stable throughout the initial reservoir filling. The minimum stability factor was 1.21 under the Operating Basis Earthquake (OBE) condition, exceeding the minimum required value of 1.2. Under the Maximum Design Earthquake (MDE) condition, the permanent displacement analysis showed a maximum displacement of 354.84 cm, which is below the allowable limit of 375 cm. The maximum measured horizontal movement was 63.48 mm toward the downstream side. The maximum settlement reached 2.92 m at the center of the embankment and 1.47 m near the dam crest (1.7% of the dam height), which falls within the normal range according to the USBR (2011) criteria. Overall, the monitoring results demonstrate that the dam exhibited consistent behavior and satisfied the safety criteria throughout the initial reservoir filling.Keywords: The Leuwikeris Dam, geotechnical instrumentation, stability, the dam's response
CAPACITY EVALUATION OF THE BANGLIO CONNECTING CHANNEL AND PUMP STATION USING HEC-RAS HYDRAULIC MODELING Mohammad Imamuddin; Basit Al Hanif; Andhika Rizky Saputra
International Journal of Civil Engineering and Infrastructure Vol. 6 No. 1 (2026): IJCEI Volume 6 No. 1
Publisher : University Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24853/ijcei.6.1.20-30

Abstract

The Banglio connecting channel (PHB) in Cilincing Subdistrict, North Jakarta, is one of the drainage systems that is frequently affected by flooding during the rainy season and by tidal inundation from the sea. Field observations identified several physical constraints along the channel, including cables crossing the channel, waste accumulation, sedimentation, encroaching structures, and a limited pump operating time caused by the absence of a cooling system. This study aims to evaluate the physical condition and hydraulic capacity of the Banglio channel and pump station in conveying the design flood discharge. Hydrological analysis was carried out using ten years of annual maximum rainfall data from the Tanjung Priok rainfall station, processed through frequency analysis using the Gumbel, Normal, Log Normal, and Log Pearson Type III distributions, followed by a Chi-Square goodness-of-fit test. The design flood hydrograph was generated using the Gamma I Synthetic Unit Hydrograph (SUH) method, while the hydraulic simulation was performed with HEC-RAS software under four scenarios: existing channel without pump, existing channel with pump, planned (normalized) channel without pump, and planned channel with pump. The results show a 10-year design discharge of 13.27 m3/s. The existing channel produced a maximum water level of 4.94 m without the pump and 4.90 m with the pump, both of which exceeded the channel capacity and caused overflow. After normalization, the maximum water level decreased to 1.67 m without the pump and 1.59 m with the pump, and no overflow was observed. These findings indicate that channel normalization combined with pump operation is the most effective alternative for controlling flooding in the study area.Keywords: drainage channel; pump capacity; HEC-RAS; flood discharge; Gamma I synthetic unit hydrograph

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