Article Per Year (5 Year)
p-Index From 2021 - 2026
0.947
P-Index
This Author published in this journals
All Journal Nusantara Hasana Journal Bhakti Nagori (Jurnal Pengabdian kepada Masyarakat) Vokatek : Jurnal Pengabdian Masyarakat Journal of Engineering Science and Technology Applications
Satar, Syahrul
Unknown Affiliation
Agriculture, Biological Sciences & Forestry Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Economics, Econometrics & Finance Education Engineering Environmental Science Languange, Linguistic, Communication & Media Nursing Social Sciences

Published : 5 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 5 Documents
Search

 1 
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.
PENINGKATAN KESIAPSIAGAAN SISWA SMK NEGERI 1 PAREPARE MELALUI EDUKASI MITAGASI BANJIR Fitriani Sofyan, Yanny Febry; Firman, Risman; Mochsen Sir, Mohammad; Yunus, Ahmad Tamsil; Limbongan, Joey; Satar, Syahrul; Munadrah, Munadrah; Maruddani, Andi Widiasari; Ihsan, Muhammad; Multasam, Multasam; Fathurrachman, Muhammad Puja; Bin Lely, Jumardi; Ramadani, Suci
BHAKTI NAGORI (Jurnal Pengabdian kepada Masyarakat) Vol. 5 No. 2 (2025): BHAKTI NAGORI (Jurnal Pengabdian kepada Masyarakat) Desember 2025
Publisher : LPPM UNIKS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36378/bhakti_nagori.v5i2.4762

Abstract

Wilayah Kota Parepare merupakan salah satu daerah rawan banjir akibat kombinasi topografi dataran rendah, curah hujan tinggi, dan sistem drainase yang belum optimal. SMK Negeri 1 Parepare menjadi salah satu sekolah yang terdampak banjir, namun belum memiliki program edukasi kebencanaan yang terstruktur. Kegiatan pengabdian ini bertujuan untuk meningkatkan pemahaman dan kesiapsiagaan siswa terhadap risiko banjir melalui edukasi mitigasi berbasis ceramah, diskusi interaktif, dan pemutaran video simulasi. Metode pelaksanaan terdiri dari empat tahapan: perencanaan, persiapan, pelaksanaan, dan evaluasi. Sebanyak 71 siswa terlibat dalam kegiatan yang diselenggarakan di aula sekolah. Penilaian pemahaman dilakukan dengan metode pretest dan post-test menggunakan soal pilihan ganda yang relevan dengan materi mitigasi banjir. Hasil pretest menunjukkan rata-rata pemahaman awal sebesar 70,49%, dengan sebagian besar siswa berada pada kategori sedang hingga rendah. Setelah kegiatan edukasi, rata-rata nilai post-test meningkat signifikan menjadi 90,14%, menunjukkan adanya peningkatan pemahaman sebesar 30,47%. Peningkatan ini mengindikasikan bahwa pendekatan edukatif yang digunakan efektif dalam meningkatkan literasi kebencanaan di kalangan siswa. Dengan demikian, kegiatan pengabdian ini dinilai berhasil dalam membekali siswa dengan pengetahuan dasar dan kesiapsiagaan menghadapi bencana banjir di lingkungan sekolah.
POLA RETAK KOLOM YANG DIRETROFIT MENGGUNAKAN WIREMESH DAN SELF-COMPACTING CONCRETE AKIBAT BEBAN LATERAL Satar, Syahrul
Nusantara Hasana Journal Vol. 5 No. 8 (2026): Nusantara Hasana Journal, January 2026
Publisher : Yayasan Nusantara Hasana Berdikari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59003/nhj.v5i8.1875

Abstract

Retrofitting is one method used to restore the capacity, ductility, and stiffness of reinforced concrete columns that have been damaged by lateral loads such as earthquakes. This study analyzes the crack patterns in reinforced concrete columns that have been retrofitted using wire mesh and self-compacting concrete (SCC) based on experimental data from three specimens: control column (KK), fully retrofitted column (KR-1), and column retrofitted in the plastic hinge region (KR-2). Loading was performed cyclically with displacement control following SNI 7834:2012. The results showed that retrofitting with wire mesh and SCC significantly modified the crack pattern, delayed the appearance of initial cracks, reduced the number of cracks, and limited crack propagation in the plastic hinge area. KR-1 and KR-2 showed more concentrated flexural crack patterns that were not as extensive as those in KK, and had better final deformation and post-elastic capacity. In conclusion, the installation of wire mesh and SCC, either fully or only at the plastic hinge, was effective in controlling crack patterns and improving column performance against lateral loads.
Co-Authors Anshari, Zulkifli AS, Agung Nugroho Bin Lely, Jumardi Fathurrachman, Muhammad Puja Febry Fitriani Sofyan, Yanny Firman, Risman Fitriani Sofyan, Yanny Febry Inriyani, Inriyani Jumurdin, Muhammad Rusdin Kurniawan, Erfin Limbongan, Joey Maruddani, Andi Widiasari Mochsen Sir, Mohammad Mohammad Mochsen Sir, Mohammad Mochsen Muhammad Ihsan Multasam, Multasam Munadrah Natsir, Ni'mah Ramadani, Suci Shafar, M. Uliah Sofyan, Yanny Febry Fitriani Tamsil Yunus, Ahmad Taufan, M. Ali Widiasari Maruddani, Andi Yunus, Ahmad Tamsil