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All Journal Inersia : Jurnal Teknik Sipil dan Arsitektur Jurnal Rekayasa Konstruksi Mekanika Sipil JURNAL USM LAW REVIEW International Journal of Multidisciplinary Research and Literature (IJOMRAL) Journal of Educational Analytics SENTRI: Jurnal Riset Ilmiah Indonesian Journal of Construction Engineering and Sustainable Development Scientica: Jurnal Ilmiah Sains dan Teknologi Jurnal Riset Ilmiah Neraca: Jurnal Ekonomi, Manajemen dan Akuntansi Journal of Moeslim Research Technik Research of Scientia Naturalis
Manurung, Edison Hatoguan
Universitas Mpu Tantular
Religion Aerospace Engineering Agriculture, Biological Sciences & Forestry Humanities Automotive Engineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Mathematics Physics Public Health Social Sciences Other

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PERCEPATAN KONSOLIDASI TANAH DENGAN METODE PREFABRICATED VERTICAL DRAIN (PVD) PADA AKSES JALAN PELABUHAN KENYAMUKAN, SANGATTA, KUTAI TIMUR Manurung, Edison Hatoguan; Subiantoro, Widiyo; Dasrah, Irvon
SINERGI : Jurnal Riset Ilmiah Vol. 2 No. 7 (2025): SINERGI : Jurnal Riset Ilmiah, Juli 2025
Publisher : Lembaga Pendidikan dan Penelitian Manggala Institute

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62335/sinergi.v2i7.1564

Abstract

The construction of access roads to Kenyamukan Port in Sangatta, East Kutai, faced a major challenge due to soft saturated soils with low bearing capacity and high settlement potential. To address this issue, a soil improvement system was implemented using a combination of Prefabricated Vertical Drain (PVD) and vacuum preloading methods. PVD functions to accelerate pore water discharge both vertically and horizontally, while vacuum preloading applies negative pressure to enhance consolidation without the need for heavy surcharge loads. This internship was conducted over ±2 months, focusing on the installation stages of PVD, perforated horizontal drains (PHD), geomembranes, and vacuum systems. Based on field observations and CPTu test data, this combined method significantly accelerated soil consolidation, increased effective stress, and reduced the consolidation period from over a year to approximately 90–120 days. The method is considered effective, efficient, and suitable for infrastructure projects on soft ground, especially in coastal areas. This practical experience also provided the student with hands-on knowledge of construction execution, technical skills, and real-world problem-solving in geotechnical engineering.
Review of Clean Water Supply System Development's Feasibility in Indonesia's Samosir Regency Sitohang, Oloan; Munthe, Kornel; Manurung, Edison Hatoguan; Naibaho, Pio Ranap Tua; Wardiningsih, Sitti
INERSIA lnformasi dan Ekspose Hasil Riset Teknik Sipil dan Arsitektur Vol. 19 No. 1 (2023): May
Publisher : Universitas Negeri Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21831/inersia.v19i1.54197

Abstract

Around 15,352 families (42.66 percent) in Samosir Regency still have access to clean water, which is still a rather low percentage compared to the remaining 20,638 families (57.34 percent) who do not. The local government is concerned with this situation in order to create the BUMD PDAM Samosir Regency. This research was done to see if it would be possible to start a local water firm in Samosir Regency. In order to determine whether there is a potential water source that is adequate, sustainable, and manageable economically and profitably in the context of public services, as well as whether the establishment of PDAM Samosir Regency is worth reviewing, interviews and questionnaires were distributed to the community, SPAM owners, and State Civil Servants. In addition to socioeconomic factors, there are financial factors, market factors, legal factors, managerial factors, organizational factors, and technical factors. Legal, social and economic, technical, and notably from economic considerations with IRR = 72.32> I = 12 percent / year, PP = 3.34, and BCR = 6.27, BUMD PDAM Samosir Regency is viable to be founded
Analisis Metode Pelaksanaan dan Kinerja Struktur Gedung Parkir Bertingkat Menggunakan Sistem Precast dan Minipile: Studi Kasus Plaza 6 Pondok Indah Manurung, Edison Hatoguan; Hartanto, Sri
SENTRI: Jurnal Riset Ilmiah Vol. 4 No. 7 (2025): SENTRI : Jurnal Riset Ilmiah, Juli 2025
Publisher : LPPM Institut Pendidikan Nusantara Global

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55681/sentri.v4i7.4199

Abstract

The construction of a multi-story parking building in densely populated areas such as Plaza 6 Pondok Indah is a response to limited land availability and the increasing demand for parking facilities. This project employs modern construction methods, such as minipile foundations and precast structural systems, to accelerate project timelines and maintain on-site efficiency. This study aims to directly examine the implementation process and structural systems used on-site, as well as evaluate their effectiveness in terms of technical performance and construction time. Data were collected through direct observation at the project site, technical documentation, and informal discussions with project personnel. Emphasis was placed on the stages of foundation work, substructure components such as pile caps and tie beams, and the installation of precast components on each floor. Additionally, the installation of steel structures was an essential aspect of this study. Observations revealed that the use of precast floor slabs significantly reduced construction time by minimizing the need for formwork and scaffolding. The steel frame system provided advantages in installation flexibility and faster on-site mobilization. The selection of minipiles as the foundation type was also appropriate for the limited land space and moderate soil bearing capacity. Overall, the construction methods used in this project offered substantial benefits in terms of time and on-site efficiency. This study may serve as an initial reference for similar projects, particularly in utilizing a combination of steel structures, precast elements, and deep foundations.
PENGGUNAAN METODE VALUE ENGINEERING DALAM PROYEK KONSTRUKSI Demorin, Mario Laurentius Reinaldi Banera; Manurung, Edison Hatoguan
Neraca: Jurnal Ekonomi, Manajemen dan Akuntansi Vol. 3 No. 4 (2025): Neraca: Jurnal Ekonomi, Manajemen dan Akuntansi
Publisher : Neraca: Jurnal Ekonomi, Manajemen dan Akuntansi

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Value Engineering (VE) adalah pendekatan yang sistematis dan terstruktur untuk meningkatkan nilai suatu proyek dengan mengurangi biaya tanpa mengorbankan kualitas. Dalam konteks proyek konstruksi, penerapan metode VE bertujuan untuk mengidentifikasi fungsi-fungsi penting dan mengeksplorasi alternatif yang lebih efisien dalam penggunaan sumber daya. Melalui analisis menyeluruh terhadap fungsi dan biaya, VE dapat membantu mengoptimalkan desain, mempercepat proses konstruksi, dan meningkatkan kepuasan pemangku kepentingan. Makalah ini membahas konsep dasar Value Engineering, langkah-langkah penerapannya, serta manfaat dan tantangan yang dihadapi dalam implementasinya di proyek konstruksi. Dengan mengadopsi metode VE, diharapkan proyek konstruksi dapat mencapai efisiensi yang lebih tinggi, mengurangi pemborosan, dan menghasilkan nilai yang lebih baik bagi semua pihak yang terlibat.
OCCUPATIONAL SAFETY AND HEALTH (K3) BUDGET FOR CONSTRUCTION IN ACCORDANCE WITH THE OMNIBUS LAW Sitanggang, Ariza Putra; Manurung, Edison Hatoguan; Purwanto, Dwi
SENTRI: Jurnal Riset Ilmiah Vol. 3 No. 2 (2024): SENTRI : Jurnal Riset Ilmiah, February 2024
Publisher : LPPM Institut Pendidikan Nusantara Global

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55681/sentri.v3i2.2330

Abstract

This paper is prepared as one of the requirements for completing studies in the field of Civil Engineering. The topic we discuss in this paper is the Occupational Safety and Health (K3) Budget for Construction in accordance with the Omnibus Law. Our objective is to gain a comprehensive understanding of the Construction K3 Budget that aligns with the Omnibus Law in Indonesia and to analyze its impact on the construction industry in the country. The background of this topic is crucial considering the importance of understanding and implementing Occupational Safety and Health (K3) in the construction industry in Indonesia. With the changing times and technological advancements, K3 has become a critical aspect of carrying out construction activities. Therefore, we find it essential to explore and deepen our understanding of the K3 Budget to provide a comprehensive understanding to the readers. In this paper, we will delve into the K3 Budget and the laws regulating it. We will elaborate on the concepts, theories, and principles related to Construction K3. Additionally, we will involve analysis and a review of relevant literature to support our understanding and arguments. We hope that this paper can be beneficial and make a meaningful contribution to both the professional and academic realms. We also aspire for this paper to serve as a useful reference for readers interested in further studying the Construction K3 Budget. In conclusion, we express our gratitude to all those who have assisted and supported us in preparing this paper. Without their help and support, this paper would not have come to fruition. We hope that this paper proves to be useful and provides valuable insights to the readers.
STEEL ROOF STRUCTURE STRENGTH ANALYSIS USING 2D FINITE ELEMENT METHOD Iman, Miftahul; Nelfia, Lisa Okri; Manurung, Edison Hatoguan
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 6 No 2 (2023): 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.v6i2.18894

Abstract

Due to the time, the steel truss had been used in several roof application. Several analysis structure methods codes had been developed and adopted for steel building constructions design and analysis. Recently, some finite element analysis also had completed the structure analysis. This research had modelled and analyzed the howie type of roof steel truss structure. The direct stiffness method had been compared to the finite element method (FEM) that was utilized by SAP2000. The stress analysis had been evaluated by performing 3D solid tension and compression member by utilizing Abaqus. The National Standard of Indonesia for steel construction (SNI 1729 2020) that was also verified by AISC/ANSI 360 2022 had been considered in this research. The results showed similarity between Direct Stiffness Method and FEM about 1% - 2%. The maximum tension stress on bottom chord had been verified by 3D solid respectively 175 MPa (ASD) and 213 MPa (LRFD) for yielding criteria. For fracture criteria the stress was recorded consecutively 140 MPa (ASD) and 260 MPa (LRFD). The compression member had been recorded correspondently 267 MPa (ASD) and 270 MPa (LRFD). The stress number that was occurred on the top chord had satisfied the design requirements accorded to AISC/ANSI 360-2022. However, in the case of compression member should be designed in double cross section for preventing the buckling failure.
Strength Analysis of Composite Materials in High Speed Aircraft Structures Manurung, Edison Hatoguan; Naibaho, Pio Ranap Tua; Hermawan, Fahmy; Puro, Sarjono; Imanto, Yuwono
Journal of Moeslim Research Technik Vol. 2 No. 1 (2025)
Publisher : Yayasan Adra Karima Hubbi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70177/technik.v2i1.1937

Abstract

The aviation industry increasingly relies on composite materials to optimize performance and reduce weight in high-speed aircraft structures. These materials offer superior strength-to-weight ratios, corrosion resistance, and design flexibility. Understanding the mechanical properties of composite materials is essential for enhancing the safety and efficiency of high-speed aircraft. This research aims to analyze the strength characteristics of composite materials used in high-speed aircraft structures. The study focuses on evaluating the mechanical properties and performance under various loading conditions to determine their suitability for aviation applications. An experimental approach was employed, involving the fabrication of composite samples using different matrix and fiber combinations. Tensile, compressive, and flexural tests were conducted to assess mechanical properties. Data were collected and analyzed to evaluate the performance of each composite configuration under simulated operational conditions. The findings indicated that hybrid composite materials exhibited the highest strength and stiffness, outperforming traditional materials. The tensile strength of the best-performing composite reached up to 600 MPa, while flexural tests showed significant resistance to deformation. These results highlight the potential of advanced composites to enhance the structural integrity of high-speed aircraft. The research underscores the importance of selecting appropriate composite materials for high-speed aircraft applications.
The Effect of Soil Compaction Methods on Building Stability in Earthquake Prone Areas Manurung, Edison Hatoguan; Farah, Rina; Anis, Nina
Research of Scientia Naturalis Vol. 1 No. 3 (2024)
Publisher : Yayasan Adra Karima Hubbi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70177/scientia.v1i3.1569

Abstract

Soil compaction plays a crucial role in determining the stability of structures, particularly in earthquake-prone regions. Inadequate compaction can lead to soil liquefaction and settlement, increasing the risk of structural failure during seismic events. Understanding the impact of different soil compaction methods is essential for enhancing building resilience. This study aims to evaluate the influence of various soil compaction techniques on the stability of buildings in earthquake-prone areas. It seeks to identify the most effective methods that can improve soil properties and overall structural integrity. A comparative analysis was conducted using laboratory experiments and field tests. Different compaction methods, including static, dynamic, and vibratory compaction, were applied to soil samples. The study measured parameters such as soil density, moisture content, and shear strength to assess the effects of each method on soil stability. The findings reveal that dynamic compaction significantly improves soil density and shear strength compared to static and vibratory methods. Structures built on dynamically compacted soil exhibited greater resilience to seismic forces, demonstrating lower risks of liquefaction and settlement during earthquakes. The research concludes that the choice of soil compaction method is vital for ensuring the stability of buildings in earthquake-prone regions. Dynamic compaction emerges as the most effective technique, providing enhanced soil properties that contribute to structural resilience. Future studies should explore the long-term effects of compaction methods and their implications for building codes and practices in seismic areas.
Co-Authors Alip Prajoko Anis, Nina Ariza Putra Sitanggang Arizan Putra Sitanggang Dasrah, Irvon Demorin, Mario Laurentius Reinaldi Banera Dwi Purwanto dwi purwanto Dwi Purwanto Fahmy Hermawan Farah, Rina Heliany, Ina Hidayat, Agung Maulana Iman, Miftahul Imanto, Yuwono Indra Setiawan Hartopo Kornel Munthe Mubarok, Abdul Muzaqi, Ganang Nelfia, Lisa Okri Nurwijayanti Pasaribu, Sony Heru Tua Pio Ranap Tua Naibaho Prajoko, Alip Putrafakhmi, Dizzy Saragi, Mangaraja L Sarjono Puro Sinaga, Sani Triwardani Sitanggang, Ariza Putra Sitohang, Oloan Sitti Wardiningsih Sri Hartanto Subiantoro, Widiyo Suripto Suripto