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All Journal Sainstek Jurnal Teknik Prosiding Semnastek Jurnal Intelektualita: Keislaman, Sosial, dan Sains JURNAL PENGABDIAN KEPADA MASYARAKAT Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Cosmogov: Jurnal Ilmu Pemerintahan Jurnal BALIRESO FROPIL (Forum Profesional Teknik Sipil) Jurnal Manajemen Aset Infrastruktur dan Fasilitas Ilomata International Journal of Social Science Composite Journal Journal of Infrastructure Planning and Engineering HUMAN: South Asian Journal of Social Studies Jurnal Indonesia : Manajemen Informatika dan Komunikasi Jurnal Vokasi Keteknikan
Fadly Achmad
Universitas Negeri Gorontalo
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MIKRO ZONASI RESPON SPEKTRUM GEMPA DI KABUPATEN GORONTALO UTARA UNTUK KEBUTUHAN DESAIN BANGUNAN TAHAN GEMPA Aldo, Rivaldo Inaku; Achmad, Fadly; Patuti, Indriati Martha
Composite Journal Vol. 2 No. 2 (2022): Composite Journal
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Negeri Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37905/cj.v2i2.51

Abstract

The issuance of SNI 1726:2019 regarding the response of the earthquake spectrum in Indonesia has not accommodated districts and sub-districts. The distribution of values on the zoning map for Indonesia is only divided by province, including Gorontalo. Gorontalo province is included in the high-risk zone because its soil motion parameter Ss is maroon with a value of 1.2–1.5g, while the ground motion S1 parameter is light brown with a constant acceleration spectrum of 60% g, Thus, it is necessary to divide the micro-scale map of the earthquake response spectrum zonation. This research aimed to analyze the value of the earthquake spectrum created with a zoning micro map in Gorontalo Utara District. This research is expected to be an initial reference in planning for the earthquake-resilient building, particularly in Gorontalo Utara District. The object of research is located in Gorontalo Utara District. This research only used secondary data obtained from several agencies, namely, BPJN Gorontalo and drilling service companies in Gorontalo Province. The secondary data used is the result of SPT (Standard Penetration Test) driling. Preparation of spectrum responses and zonation micro map referred to the guidelines of SNI 1726:2019 and the QGIS learning module. The data analyzed are based on the N-SPT data, which previously had been processed. The data obtained were processed to obtain the value that became the goal of this research by correcting the N-SPT (Standard Penetration Test) data, making the earthquake response spectrum plan, and making the response spectrum using QGIS 3.16. Gorontalo Utara District is classified as a soft-to-moderate site with an value of 9-37. The short period bedrock acceleration value SS is 1.49-2.33g. When viewed by color, Gorontalo Utara District is including in maroon to purple. The value of 1 second bedrock acceleration period S1 is 0.6-0.78. When viewed by color, it is including whitish orange to pink. The peak ground acceleration value PGA is 1.49-2.33g which, by color, is included in yellowish orange to red. The value of bedrock acceleration for a period of 1 second and the highest peak ground acceleration value occurred in Ilangata Village with SS values ​​of 2.12-2.33g, S1 0.74-0.78g and PGA values ​​0.79-0.85g. Meanwhile, the lowest value occurred in Deme 2 Village with an SS value of 1.49g, S1 0.6g and a PGA value of 0.6g. It shows that the higher the acceleration value, the greater the earthquake that occurs, and vice versa. Based on the results of this study, the acceleration value affects the estimation of the earthquake that occurs, or the acceleration is directly proportional to the force.
Kajian Variasi Waktu Rendaman terhadap Penuaan Asphalt Concrete-Wearing Course (AC-WC) menggunakan Aspal Iran Podungge, Zulkifli; Desei, Frice L.; Achmad, Fadly
Jurnal Manajemen Aset Infrastruktur & Fasilitas Vol 6, No 1 (2022): Jurnal Manajemen Aset Infrastruktur & Fasilitas
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j26151847.v6i1.20223

Abstract

Tujuan dari penelitian ini adalah menganalisis sejauh mana durabilitas (keawetan) campuran AC-WC menggunakan agregat lokal quary Longalo dengan bahan pengikat aspal Iran ditinjau dari spesifikasi umum 2018 revisi 2. Parameter keawetan campuran AC-WC dilihat dari Indeks Kekuatan Sisa (IKS), Indeks Durabilitas Pertama (IDP), dan Indeks Durabilitas Kedua (IDK). Penelitian ini dilaksanakan di laboratorium dengan benda uji yang direndam selama 0,5; 24; 48; 72; 96 dan 144 jam dalam waterbath. Berdasarkan hasil penelitian campuran AC-WC, nilai IKS adalah 96,66%, nilai IDP adalah 0,14% dan nilai IDK adalah 1,70%. Campuran AC-WC menggunakan aspal Iran tahan terhadap kerusakan akibat temperatur.
The Influence of Service Standards and Work Culture on Customer Satisfaction through Employee Performance : (Case Study on Public Services Recognition of Information Security Consulting Institutions and Certification Institutions at BSSN) Achmad, Fadly; Riau, Dwi Putranto; Akadira, Tora
Ilomata International Journal of Social Science Vol. 6 No. 2 (2025): April 2025
Publisher : Yayasan Ilomata

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61194/ijss.v6i2.1701

Abstract

This study examines the impact of service standards and work culture on customer satisfaction through employee performance in recognition of Information Security Consulting Institutions and Certification Institutions service at BSSN. The novelty of this research lies in the composition of variables and models used. Previous studies have analyzed the relationship between service standards, work culture, and customer satisfaction, indicating that both factors positively influence customer satisfaction and employee performance. However, no similar research has been conducted at BSSN, making this study valuable for policy improvements to enhance customer satisfaction through better service standards and provider performance. This research employs a quantitative method using primary data collected from questionnaires distributed to 70 respondents who use BSSN services. Data analysis uses variance-based SEM (PLS) with SMART PLS 3.0. The findings reveal that service standards, work culture, and employee performance positively influence customer satisfaction. All hypotheses are accepted, confirming that service standards and work culture, both individually and simultaneously, positively impact employee performance and customer satisfaction.
Desain Media Edukasi Keselamatan Lalu Lintas Berdasarkan Faktor Penyebab Kecelakaan di Kabupaten Bone Bolango Sofiani, Anggi; Achmad, Fadly; Desei, Frice L.
HUMAN: South Asian Journal of Social Studies Vol 5, No 2 (2025): HUMAN: South Asian Journal of Social Studies
Publisher : HUMAN: South Asian Journal of Social Studies

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26858/human.v5i2.79094

Abstract

Abstrak. Penelitian ini bertujuan untuk menganalisis faktor-faktor penyebab kecelakaan lalu lintas di Kabupaten Bone Bolango serta mengembangkan media edukasi keselamatan berlalu lintas dalam bentuk pamflet. Latar belakang penelitian didasari oleh meningkatnya angka kecelakaan lalu lintas, seperti kelalaian pengendara, pelanggaran rambu lalu lintas dan kecepatan berlebih. Penelitian ini menggunakan metode deskriptif kuantitatif dengan teknik pengumpulan data melalui data sekunder dari Satuan Lalu Lintas (Satlantas) Polres Bone Bolango periode 2020–2022. Hasil penelitian menunjukkan bahwa dari total 189 korban kecelakaan, faktor penyebab utama terjadi kecelakaan dikarenakan faktor manusia (56.5%). Bentuk-bentuk pelanggaran yang sering terjadi antara lain: tidak menggunakan helm atau sabuk pengaman, mengendarai dalam keadaan mengantuk atau tidak fokus, berkendara dengan kecepatan tinggi, bermain HP saat berkendara, tidak mematuhi rambu lalu lintas. Kemudian diikuti oleh faktor kendaraan (19.1%), faktor jalan (14.9%), dan faktor lingkungan (9.5%). Berdasarkan hasil tersebut, dikembangkan pamflet edukatif dengan prinsip Desain Komunikasi Visual (DKV) yang mengedepankan pesan persuasif dan tampilan visual menarik. Hasil uji kelayakan yang melibatkan lima ahli menunjukkan bahwa media pamflet memperoleh nilai 90% dan termasuk kategori “Sangat Layak” untuk digunakan sebagai media edukasi keselamatan berlalu lintas. Media ini terbukti mampu menyampaikan pesan keselamatan dengan efektif dan potensial dalam meningkatkan kesadaran berlalu lintas masyarakat Bone Bolango.Kata Kunci: Keselamatan Lalu Lintas, Pamflet Edukasi, Desain Komunikasi Visual, Faktor Manusia, Bone Bolango
Desain Video Edukasi Keselamatan Lalu Lintas Berdasarkan Faktor Penyebab Kecelakaan Azizah, Nur; Achmad, Fadly; Kadir, Yuliyanti
HUMAN: South Asian Journal of Social Studies Vol 5, No 2 (2025): HUMAN: South Asian Journal of Social Studies
Publisher : HUMAN: South Asian Journal of Social Studies

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26858/human.v5i2.82084

Abstract

Penelitian ini bertujuan untuk menganalisis faktor-faktor penyebab kecelakaan lalu lintas dan merancang media video edukasi sebagai sarana penyampaian informasi keselamatan berkendara kepada masyarakat, khususnya pengendara sepeda motor di Kota Gorontalo. Metode yang digunakan adalah deskriptif kualitatif dengan pendekatan studi dokumentasi. Data diperoleh dari laporan kecelakaan Satlantas Polres Kota Gorontalo tahun 2020–2021. Hasil penelitian menunjukkan bahwa sebagian besar kecelakaan disebabkan oleh faktor manusia, seperti kelalaian pengemudi dan pelanggaran lalu lintas, serta dominan melibatkan pengendara sepeda motor usia muda. Segmentasi lokasi dan waktu juga menunjukkan bahwa terdapat titik-titik jalan rawan dan jam-jam sibuk tertentu yang berisiko tinggi. Berdasarkan analisis tersebut, dirancanglah video edukasi dengan konten yang relevan dan sesuai dengan kondisi lapangan, agar mampu menumbuhkan kesadaran serta meminimalisir perilaku berkendara yang membahayakan. Video edukasi ini diharapkan menjadi media pembelajaran yang menarik, efektif, dan mudah dipahami oleh generasi muda, sehingga dapat memberikan dampak positif dalam menurunkan angka kecelakaan lalu lintas di Kota Gorontalo. Kata Kunci: Video Edukasi, Keselamatan Lalu Lintas, Faktor Penyebab Kecelakaan, Kota Gorontalo.
Finite element analysis of bore pile foundation performance in silty soils of Gorontalo Indonesia Indriati Martha Patuti; Mohamad Anugrah Ahmad; Fadly Achmad
Journal of Infrastructure Planning and Engineering Vol. 5 No. 1 (2026)
Publisher : Master Program of Infrastructure and Environmental Engineering, Postgraduate Program, Warmadewa University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/jipe.5.1.2026.58-66

Abstract

The development of multi-story buildings on soft soils poses significant challenges in geotechnical design, particularly in tropical regions such as Gorontalo, Indonesia. The development of multi-story buildings on soft soils poses significant challenges in geotechnical design, particularly in tropical regions such as Gorontalo, Indonesia. This study investigates the behavior of bored pile foundations with varying diameters (0.60 m, 0.80 m, and 1.00 m) using the finite element method (FEM) via PLAXIS 2D. The simulation integrates in-situ soil investigation data, including SPT and laboratory tests, with a staged construction model to evaluate total deformation and stress distribution. The borehole profile revealed predominantly silty and silty sand layers with high compressibility and low bearing capacity, requiring precise analysis to mitigate settlement risks. Two loading stages were analyzed: (1) pile installation and (2) column load application with a maximum load of 3,363.3 kN per column. Results show that increasing pile diameter significantly reduces vertical displacement. During pile installation, the total deformation was 4.37 mm for the 0.6 m pile, 4.68 mm for the 0.8 m pile, and 4.19 mm for the 1.0 m pile. Under full column load, displacement reached 35.3 mm (0.6 m), 29.6 mm (0.8 m), and 29.4 mm (1.0 m), respectively. Total stress analyses revealed more concentrated stress beneath the smaller piles and more diffused stress in larger piles. The 1.0 m pile showed the best performance, but the 0.8 m pile offered a comparable result with better material efficiency. This study supports the use of FEM for foundation optimization and provides technical guidance for sustainable infrastructure in soft soil regions.
PERLUKAN REFORMASI SEKTOR INTELIJEN DI TUBUH PERTAHANAN INDONESIA? SUDIRMAN, ARFIN; Fadly, Achmad
CosmoGov: Jurnal Ilmu Pemerintahan Vol 4, No 1 (2018)
Publisher : Department of Government, FISIP, Universitas Padjadjaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (352.412 KB) | DOI: 10.24198/cosmogov.v4i1.14214

Abstract

<p>Indonesia tengah membangun satu postur pertahanan yang menitik beratkan kepada <em>soft power</em>. Melalui peranan intelijen, reformasi sektor intelijen akan semakin berperan besar ketika berbicara mengenai kegiatan diplomasi pertahanan karena akan selalu berorientasi kepada kepentingan nasional. Reformasi sektor intelijen di tubuh pertahanan Indonesia kemudian dipertanyakan, disebabkan adanya tarik menarik kepentingan melalui eksistensi Bais TNI dengan badan intelijen pertahanan yang akan dibangun. Hasil yang dapat ditarik dalam artikel ini adalah reformasi sektor intelijen akan sangat kental dengan keputusan politik. Tarik menarik kepentingan antara Bais TNI dan BIP, mengenai kegiatan atase pertahanan, sangat mempengaruhi keputusan politik domestik Indonesia. Selain itu juga akan mempengaruhi dari anggaran pertahanan sebagai wujud dari reformasi sektor intelijen itu sendiri. Pada akhirnya juga keputusan politik dan menekan egosektoral di dalam tubuh kementerian pertahanan merupakan solusi terbaik sebagai wujud dari reformasi sektor intelijen di tubuh pertahanan Indonesia.</p>gb777
KARAKTERISTIK MARSHALL CAMPURAN ASPHALT CONCRETE BINDER COURSE (AC-BC) MENGGUNAKAN ASBUTON PRACAMPUR DAN AGREGAT GORONTALO Eko Prasetiyo; Frice L. Desei; Fadly Achmad
Composite Journal Vol. 4 No. 1 (2024): Composite Journal
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Negeri Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37905/cj.v4i1.42

Abstract

Indonesia memiliki cadangan aspal alam terbesar di dunia berupa aspal gunung, dikenal sebagai asbuton, yang terdapat di Pulau Buton, Provinsi Sulawesi Tenggara. Penelitian ini bertujuan untuk menganalisis karakteristik asbuton pracampur dan agregat Gorontalo serta karakteristik Marshall campuran AC-BC menggunakan kedua bahan tersebut. Metode yang digunakan adalah Marshall Test untuk memastikan campuran aspal panas memenuhi spesifikasi teknik Direktorat Jenderal Bina Marga. Aspal buton pracampur memiliki berat jenis 1,036, nilai penetrasi 54 mm, titik lembek 55,5°C, dan hasil ekstraksi menunjukkan 98% bitumen dan 2% mineral. Karakteristik agregat meliputi: Coarse Aggregate (CA) dengan berat jenis 2,56, nilai abrasi 24,84%, nilai angularitas 99,32/98,84%, absorpsi 1,27%, kelekatan agregat terhadap aspal >95%, dan material lolos saringan No.200 sebesar 0,6%. Medium Aggregate (MA) memiliki berat jenis 2,54, nilai abrasi 27,51%, nilai angularitas 99,32/98,84%, absorpsi 1,74%, kelekatan agregat terhadap aspal >95%, dan material lolos saringan No.200 sebesar 0,9%. Fine Aggregate (FA)/abu batu memiliki berat jenis 2,42, absorpsi 1,32%, sand equivalent 75,76%, dan material lolos saringan No.200 sebesar 9,92%. Pasir memiliki berat jenis 2,40, absorpsi 2,28%, dan material lolos saringan No.200 sebesar 2,03%. Semua nilai karakteristik aspal dan agregat memenuhi Spesifikasi Umum 2018 (Revisi 2). Nilai KAO AC-BC asbuton pracampur adalah 5,25%. Karakteristik Marshall menggunakan KAO 5,25% menunjukkan kepadatan 2,22 gr/cm³, VIM 4,95%, VMA 14,63%, VFA 66,19%, stabilitas 1.310,20 kg, flow 2,54 mm, dan Marshall Quotient 515,83 kg/mm. Disimpulkan bahwa campuran asbuton pracampur dan agregat Gorontalo memiliki stabilitas tinggi, cocok untuk jalan yang melayani lalu lintas berat dan padat.
Co-Authors abdul Djou Agung, Riski Dewa Ahmad Rifqi Asrib Akadira, Tora Aldo, Rivaldo Inaku Alkam, Moh. Alkam Amala, Ikdal Amir, Nur Hikmah Ardhy Prathama Arfan Utiarahman Arfin Sudirman Arip Mulyanto Attamimi, Mohamad Faldi Azhar Balu, Rasyid Desei, Frice Desei, Frice L. Dolly Indra Eko Prasetiyo Frice L Desei Frice L. Desei, Frice L. Husain Syam Imran Kaaba Indriati Martha Patuti Indriati Martha Patuti Kholil, Syukur lilis nurhayati Mohamad Anugrah Ahmad Mukarramah, Rifqatul Nur Azizah Podungge, Zulkifli Ria Defriyanti Ali Riau, Dwi Putranto Riskiyanto Maksud, Riskiyanto Sampurna, Ahmad Satma, Satma Sofiani, Anggi Yuliyanti Kadir