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All Journal Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vokatek : Jurnal Pengabdian Masyarakat Journal of Engineering Science and Technology Applications
Limbongan, Joey
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Humanities Engineering Social Sciences

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Perilaku Lentur Kolom yang Diretrofit Menggunakan Wire Mesh dan Self Compacting Concrete Akibat Beban Siklik: Flexural Behaviour of Retrofit Column Using Wire Mesh and Self Compacting Concrete Due to Cyclic Load Satar, Syahrul; Limbongan, Joey; Firman, Risman; Febry Fitriani Sofyan, Yanny; Tamsil Yunus, Ahmad; Munadrah; Widiasari Maruddani, Andi
Journal of Engineering Science and Technology Applications Vol. 2 No. 2 (2024): Journal of Engineering Science and Technology Applications
Publisher : CV Insight Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58227/jesta.v2i2.209

Abstract

Results of experimental and analytical study of the flexural behavior of retrofitted columns using wiremesh and SCC concrete due to cyclic loading. The purpose of this study was to analyze the strength of the column retrofitted using wiremesh and SCC due to cyclic loading. The test object consisted of 3 columns with a size of 300x300 mm, consisting of a control column (KK), a total reinforcement column (KR-1) and a reinforcement column in the approximate plastic hinge region (KR-2). From the test results, the flexural strength of the reinforced column is higher than that of the unreinforced column. The rate of increase in strength of KR-1 compared to KK is 46.68% in compression and 37.87% in tension. The rate of increase in the strength of KR-2 compared to the compressive load of KK is 41.71%, and the tensile load is 32.35%.
Analisis Kepadatan Lapis Pondasi Kelas A Terhadap Nilai CBR Soaked Pada Jalan Parkir Proyek Rehabilitasi dan Renovasi Stadion Gelora B.J Habibie: Analysis of Class A Base Layer Compaction on Soaked CBR Value In The Parking Road of the Rehabilitation and Renovation Project of Gelora B.J Habibie Stadium Munadrah; Firman, Risman; Febry Fitriani Sofyan, Yanny; Tamsil Yunus, Ahmad; Satar, Syahrul; Limbongan, Joey; Widiasari Maruddani, Andi
Journal of Engineering Science and Technology Applications Vol. 3 No. 1 (2025): Journal of Engineering Science and Technology Applications
Publisher : CV Insight Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58227/jesta.v3i1.221

Abstract

The compaction of the base layer plays a crucial role in enchancing soil bearing capacity for pavement construction. This studi aims to analyze the effect of varying compaction blows on the soaked California Bearing Ratio (CBR) value of Class A base layer in the Rehabilitation and Renovation Project of Gelora BJ.Habibie Stadium. The tests were conducted with three compaction variations: 10,25, and 56 blows. The result indicate that an increase in the number of blows correlates with a higher CBR value, where a CBR of 51,33% was obtained with 10 blows, increasing to 67,37% with 25 blows, and reaching 98,38% with 56blows. These finding confirm that compaction can significantly improve soil bearing capacity and pavement stability.
Efektivitas Sosialisasi Sistem Keselamatan Konstruksi Pada Pembangunan Stadion BJ. Habibie Firman, Risman; Sir, Mohammad Mochsen; Yunus, Ahmad Tamsil; Sofyan, Yanny Febry Fitriani; Joey Limbongan; Satar, Syahrul; Munadrah, Munadrah; Maruddani, Andi Widiasari; Shafar, M. Uliah; Jumurdin, Muhammad Rusdin; Inriyani, Inriyani; Kurniawan, Erfin; Anshari, Zulkifli; Natsir, Ni'mah; Taufan, M. Ali; AS, Agung Nugroho
Vokatek : Jurnal Pengabdian Masyarakat Volume 3: Issue 1 (Februari 2025)
Publisher : Sakura Digital Nusantara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61255/vokatekjpm.v3i1.569

Abstract

Penerapan Sistem Manajemen Keselamatan Konstruksi (SMKK) merupakan langkah strategis dalam menciptakan lingkungan kerja yang aman dan efisien di sektor konstruksi. Kegiatan pengabdian kepada masyarakat ini bertujuan untuk mengevaluasi efektivitas kegiatan sosialisasi penerapan SMKK pada proyek pembangunan Stadion B.J. Habibie di Kota Parepare. Sosialisasi dilaksanakan melalui pendekatan multimodal, yaitu kombinasi antara teori, media visual, dan praktik lapangan yang melibatkan 32 peserta dari pihak kontraktor dan konsultan proyek. Pengukuran dilakukan dengan metode pre-test dan post-test menggunakan instrumen kuesioner berbasis skala Gutman. Hasil analisis statistik menggunakan uji Wilcoxon menunjukkan nilai signifikansi sebesar 0,000 (p < 0,005), yang menandakan adanya perubahan sikap yang signifikan pada peserta terhadap keselamatan kerja setelah mengikuti sosialisasi. Temuan ini memperkuat bukti bahwa kegiatan edukatif berbasis proyek nyata mampu meningkatkan kesadaran dan kepatuhan terhadap prinsip-prinsip SMKK. Edukasi yang dirancang secara kontekstual dan partisipatif tidak hanya berdampak pada peningkatan sikap, tetapi juga membentuk budaya kerja yang lebih aman dan bertanggung jawab di lapangan. Oleh karena itu, kegiatan sosialisasi serupa direkomendasikan untuk diimplementasikan secara berkelanjutan pada proyek-proyek konstruksi lainnya, terutama yang berskala besar dan melibatkan banyak tenaga kerja.
Optimization of High Early-Strength Concrete Mix Design for Structural Applications in the BJ. Habibie Stadium Construction Project Firman, Risman; Joey Limbongan; Yanny Febry Fitriani Sofyan; Munadrah; Syahrul Satar; Ahmad Tamsil Yunus; Andi Widiasari Maruddani
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 10 No 2 (2025): SEPTEMBER
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v10i2.1424

Abstract

This study investigates the application of high early-strength concrete (HESC) to accelerate the construction of the west tribune at BJ. Habibie Stadium, which underwent total demolition during a critical project phase. The research employed an experimental method to evaluate the feasibility of materials and optimize the mix design, beginning with small-scale trial mixes at the batching plant and validating the effectiveness of predefined quality control procedures. Aggregate testing was performed on coarse and fine aggregates, including analysis of colloid content, fineness modulus, water absorption, moisture content, and specific gravity. Mix design aimed to achieve a target strength of 30 MPa within 7-day using a water-cement ratio of 0.33 and chemical admixtures (retarder and superplasticizer). Concrete samples were tested for compressive strength at 3 and 7 days. Results showed the 7-day average compressive strength reached 35.19 MPa, confirming the effectiveness of the HESC mix for fast-track construction. Early strength gain was supported by good aggregate gradation and chemical admixture synergy, allowing earlier formwork removal and structural progression. This study concludes that the adoption of optimized HESC provides a viable solution for time-constrained infrastructure projects.
Co-Authors Ahmad Tamsil Yunus Andi Widiasari Maruddani Anshari, Zulkifli AS, Agung Nugroho Febry Fitriani Sofyan, Yanny Firman, Risman Inriyani, Inriyani Jumurdin, Muhammad Rusdin Kurniawan, Erfin Maruddani, Andi Widiasari Mohammad Mochsen Sir, Mohammad Mochsen Munadrah Munadrah, Munadrah Natsir, Ni'mah Satar, Syahrul Shafar, M. Uliah Sofyan, Yanny Febry Fitriani Syahrul Satar Tamsil Yunus, Ahmad Taufan, M. Ali Widiasari Maruddani, Andi Yanny Febry Fitriani Sofyan Yunus, Ahmad Tamsil