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All Journal IPTEK Journal of Proceedings Series Sinergi The Spirit of Society Journal : International Journal of Society Development and Engagement Astonjadro Jurnal Pensil : Pendidikan Teknik Sipil Faktor Jurnal Ilmiah Kependidikan IJEEIT : International Journal of Electrical Engineering and Information Technology Proceeding of World Conference Journal of Applied Science, Engineering, Technology, and Education Jurnal Komposit : Jurnal Ilmu-Ilmu Teknik Sipil International Journal of Engineering, Science and Information Technology Indonesian Journal of Construction Engineering and Sustainable Development International Journal of Civil Engineering and Infrastructure (IJCEI) Journal of Artificial Intelligence and Digital Business Madani: Multidisciplinary Scientific Journal Journal of Educational Management Research
Acep Hidayat
Faculty Of Engineering, University Mercu Buana Jakarta, Indonesia
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ANALISIS MANAJEMEN RISIKO DALAM PROYEK SPALD-T: STUDI KASUS DI DKI JAKARTA: ANALISIS MANAJEMEN RISIKO DALAM PROYEK SPALD-T: STUDI KASUS DI DKI JAKARTA Hasan, Nining Ardiyanti; Hidayat, Acep; Amin, Mawardi
Jurnal Pensil : Pendidikan Teknik Sipil Vol. 14 No. 1 (2025): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v14i1.47879

Abstract

The Centralized Domestic Wastewater Management System (SPALD-T) projects play a crucial role in improving urban sanitation but face various risks that can affect project performance. This study aims to analyze the influence of risk factors on SPALD-T project performance in DKI Jakarta. Using a quantitative approach with a cross-sectional design, data were collected through a survey of 125 members of the SPALD-T project team. The questionnaire used has undergone validity and reliability tests to ensure accurate measurement of variables. Multiple regression analysis was employed to test the relationship between risk factors and project performance. The results indicate that waste management risk has a significant and positive influence on project performance, with a regression coefficient of 0.188 and a p-value of 0.001. Meanwhile, technical risk shows a positive trend but is not statistically significant, with a regression coefficient of 0.104 and a p-value of 0.078. These findings emphasize the importance of a comprehensive risk management approach, especially in waste management aspects, to improve SPALD-T project performance. This research contributes to the development of more effective risk mitigation strategies in the context of sanitation infrastructure projects in Indonesia and highlights the need for further research on the interaction between various types of risks in influencing project performance.
The Impact of Performance Factors on Performance on Quality in Project Implementation Tedi, Hermawan; Fajarni, Oktavia Futri; Aminudin; Ronald, Marpaung Richo; Darul, Iman; Acep Hidayat
Journal of Educational Management Research Vol. 4 No. 2 (2025)
Publisher : Al-Qalam Institue

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61987/jemr.v4i2.1024

Abstract

This study aims to analyze the impact of various performance factors on contractor performance in the implementation project, as part of the National Police's institutional transformation toward a predictive, responsive, and transparent work system. The performance factors analyzed include managerial competence, work experience, communication, and time management. Using a questionnaire and Partial Least Square (PLS) analysis, the study finds that managerial factors (P-value 0.000) and occupational safety and environment (K3L) (P-value 0.016) significantly influence contractor performance. However, legal and licensing, financial, technical, and social aspects do not show significant effects. The study suggests focusing on improving managerial training and enhancing K3L standards, while also maintaining compliance with licensing and social relationships. This research highlights the importance of management and safety training in educational settings to improve professional performance in construction projects.
EVALUASI SISTEM DRAINASE TERHADAP PENANGGULANGAN BANJIR DI PERUMAHAN JATIBENING PERMAI KOTA BEKASI Suprapti; Hidayat, Acep; Muhammad Isradi; Hendy Yusman Firdaus; Muhammad Ikhsan Setiawan
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 5 No 1 (2022): 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.v5i1.13934

Abstract

Residential area of Jatibening Housing located in Jln. Caman Raya No. 2,Jatibening Village, Pondok Gede Subdistrict, Bekasi City. The condition of drainage in the Jatibening Permai Housing is currently not as good as a whole. This is evidenced by the flooding that still occurs when the rainy season arrives. So that the evaluation and re-planning of the drainage channel must be done by analyzing the calculation of Cross Section data and rainfall data so that the drainage channel dimensions are obtained. This is so that Jatibening Permai Housing is no longer a flood-affected area due to high rainfall. The results of the study show that the reuse period used in channel planning drainage at Jatibening Permai Housing is a 2-year return period with the Type III Log Pearson Method. The planned flood discharge was analyzed by the rational method based on rainfall intensity from the maximum daily rainfall data in the 10 year period of 212.05 mm / hour. The maximum flood discharge of the Jatibening Permai residential area is 1,650 m ^ 3 / second. While planning an infiltration pond in the form of a rectangle measuring 75 m x 55 m with a depth of 5 m can accommodate a volume of rainwater of 20,625 m3.
PEMODELAN PARAMETER α HIDROGRAF SATUAN SINTETIK NAKAYASU DAS JANEBERANG Hidayat, Acep
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 5 No 1 (2022): 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.v5i1.13937

Abstract

With the limited availability of hydrograph data, it becomes an obstacle for water building planning. This obstacle makes HSS models provide considerable benefits for water building planning. Ideally, each watershed (DAS) has a Unit Hydrograph with its own characteristics. This research was conducted with the aim of observing the hydrograph characteristics of observations in each watershed and all watersheds in the province of South Sulawesi. This study was conducted to model the Alpha equation with the influence parameters of watershed area (A), river length (L), riverbed slope (S), Form factor (FD) and time concentration (tg). With the Watershed Form Factor it has an influence on the Alpha value so it is very helpful in planning water structures. The modeling analysis used is nonlinear regression because it has different data variants based on the homogeneity test carried out. It is hoped that the resulting Alpha value can match the real conditions in the environment so that it will have an impact on a more efficient design.
Analysis of Erosion Mitigation on Bridge Pillars Hidayat, Acep; Suprapti, Suprapti; Isradi, Muhammad
RIGGS: Journal of Artificial Intelligence and Digital Business Vol. 4 No. 4 (2026): November - January
Publisher : Prodi Bisnis Digital Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/riggs.v4i4.3888

Abstract

Scour on bridge piers is a major problem in hydraulic engineering, reducing structural stability and accelerating foundation failure. This phenomenon occurs due to the interaction between airflow and bridge structural elements, resulting in the formation of scour holes that potentially reduce the bearing capacity of the soil around the piers. In areas with strong currents, seasonal changes in discharge, and unstable riverbed conditions, the risk of scour is even higher. The impact of scour damage not only reduces the operational lifespan of bridges but also leads to high rehabilitation costs and increases the potential for structural failure, which can endanger user safety. This study aims to analyze various scour mitigation methods that can be applied to bridge piers, including the use of protective materials such as riprap, gabions, and geotextiles; a geotechnical engineering approach that includes soil stabilization and riverbed contour modification; and the development of pier structural designs that are more adaptive to variations in flow patterns. The study was conducted through an in-depth literature review of previous research, an analysis of the effectiveness of each method under various hydrodynamic conditions, and an evaluation of the cost. The results of this study are expected to produce comprehensive recommendations regarding the most effective, efficient, and environmentally friendly mitigation strategies to reduce the rate of scour. Furthermore, this study provides direction in planning bridge designs that are more resilient to changes in flow and sedimentation, thereby extending the service life of the structure, reducing long-term maintenance costs, and improving user safety.
Co-Authors Agung Wahyudi Biantoro Ahmad Faham Alan Bandangan AMINUDIN Basysyar, Basysyar Bima Arifian T. R Bin Ali, Md Nadir Budi Susetyo Daniel Rizsky Tambunan Darul, Iman Deri Ferdina Deri Ferdina Donald Essen Fajarni, Oktavia Futri Febrianto Tri Prasetyo Ferdina, Deri Feril Hariati Gneis Setia Graha, Gneis Setia Hasan, Nining Ardiyanti Hendy Yusman Firdaus Indriany, Syilvia Jawu, Patricia Kanicia Mawardi Amin Mohammad Imamuddin Muhammad Ikhsan Setiawan Muhammad Isradi Nuryanto Nuryanto Praptoyo, Riska Dwi Ronald, Marpaung Richo S, Sungkono Siti Nur Azizah Suprapti Suprapti Suprapti Syafwandi, Syaja'ah, Siti Kholifah Tedi, Hermawan Vidayanti, Desiana Yulius Rief Alkhaly