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Pengabdian Edukasi Cegah Stunting untuk Masyarakat di Desa Maranatha Kabupaten Sigi Kamaludin, Tutang Muhtar; Susilawati, Susi; Yusril, Yusril; Nirmalawati, Nirmalawati; Nadrun, Nadrun; Asnudin, Andi
Jurnal Pengabdian kepada Masyarakat Bina Darma Vol. 4 No. 1 (2024): Jurnal Pengabdian kepada Masyarakat Universitas Bina Darma
Publisher : DRPM-UBD

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33557/pengabdian.v4i1.2940

Abstract

Kegiatan pengabdian masyarakat Kuliah Kerja Nyata merupakan program yang dilaksanakan oleh Lembaga Penelitian dan Pengabdian kepada Masyarakat (LPPM) Universitas Tadulako sebagai mata kuliah wajib di lapangan dengan tema “Membangun Generasi Gemilang Melalui Edukasi Cegah Stunting". Pencegahan stunting dan pendampingan bagi masyarakat di Desa Maranata Kecamatan Sigi Kota Kabupaten Sigi Provinsi Sulawesi Tengah. Stunting menjadi permasalahan karena dapat menyebabkan terjadinya kesakitan, kematian, melambatnya proses perkembangan motorik dan menghambat proses pertumbuhan mental penderita. Sasaran dari kegiatan penyuluhan berbentuk edukasi kepada masyarakat tentang Stunting Edukasi Pentingnya Pencegahan Pernikahan Usia Dini Edukasi Penyuluhan Air Susu Ibu (ASI) Paripurna Edukasi Pentingnya Mengkonsumsi Makanan Yang Bergizi dan Sehat dan Aksi Kebersihan Lingkungan Desa. Hasil dari kegiatan ini menunjukkan adanya peningkatan pemahaman masyarakat mengenai apa itu stunting, penyebab stunting, bahaya stunting untuk jangka pendek dan panjang serta tumbuhnya kesadaran dalam menanggulangi dampak dari stunting sehingga dapat meminimalisir terjadinya stunting pada anak sedini mungkin.
ANALISIS PERSYARATAN TEKNIS RUMAH TINGGAL WARGA DI DESA LOLU KECAMATAN SIGI BIROMARU BERDASARKAN UNDANG UNDANG NO. 28 TAHUN 2002 Asnudin, Andi
Jurnal Sains dan Teknologi Tadulako Vol 10 No 2 (2024): Agustus 2024
Publisher : Universitas Tadulako

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22487/jstt.v10i2.662

Abstract

Abstrak: Pada tanggal 28 september 2018 di Palu, Donggala dan Sigi telah terjadi gempa yang mengakibatkan likuefaksi di beberapadaerah dan kerusakan infrastruktur. Salah satu daerah yang terkena dampak gempa tersebut, yaitu Desa Lolu yang mengalami kerusakan infrastruktur seperti banyaknya rumah yang retak sedang, retak besar dan bahkan ada rumah yang runtuh. Sehingga banyak rumah yang dibangun dan di rehabilitasi kembali. Oleh karena itu, perlu dilakukan penilaian kelayakan bangunan salah satunya mengenai persyaratan teknis pada bangunan rumah tinggal yang berada di Desa Lolu. Tujuan penelitian ini untuk menganalisis persyaratan teknis rumah tinggal warga yang ada di Desa Lolu Kecamatan Sigi Biromaru Berdasarkan UndangUndang No. 28 Tahun 2002. Data primer berupa survey menggunakan daftar simak, wawancara, dan dokumentasi. Data sekunder berupa data jumlah rumah dari kantor desa. Analisa data digunakan metode statistik deskriptif. Hasil penelitian menunjukkan bahwa Persyaratan intensitas bangunan memenuhi nilai KDB yaitu 86,52% dan nilai KLB 100 % yang telah memenuhi persyaratan teknis. Persyaratan tata bangunan dinyatakan layak fungsi/huni pada penampilan bangunan secara umum didapatkan tidak mengalami kerusakan. Tata ruang dalam bangunan diperoleh kategori rusak ringan maksimum pada penutup lantai danpenutup plafon dengan nilai 7,9%. Keseimbangan, Keserasian dan Keselarasan dengan Lingkungan dimanfaatkan sebagai area parkir. Persyaratan keandalan bangunan dinyatakan layak fungsi/huni karena memenuhi persyaratan teknis aspek keselamatan, kesehatan, kenyamanan dan kemudahan.
Analisis Penjadwalan Waktu Pekerjaan Pada Proyek Jalan Kawasan Ekonomi Khusus (KEK) Pantoloan Menggunakan Linear Scheduling Method (LSM) Asnudin, A.; Ramlan, R.; Ganiya, P.A.
REKONSTRUKSI TADULAKO: Civil Engineering Journal on Research and Development Vol. 6 Issue 1 (March 2025)
Publisher : Tadulako University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22487/renstra.v6i1.683

Abstract

A construction project is a temporary activity with a specific end goal. One of the crucial things in the construction process is work scheduling, this is because it can affect the duration and cost of the project. In the context of scheduling, methods such as Block Charts, S-Curves, Network Diagrams, and Balance Line Diagrams/Linear Scheduling Method (LSM) has been around for a long time, but in its application the scheduling method should be adjusted to the characteristics of the project to avoid losses in development. The LSM method is considered appropriate for work that is repetitive in nature. This research aims at analyzing time scheduling for road projects in the Pantoloan Special Economic Area (SEA), Central Sulawesi, using Linear Scheduling Method (LSM). The purpose of this research is to determine the comparison of scheduling and budget plans between the LSM and project methods existing. Data collection consisting of primary data and secondary data was obtained by direct observation in the field and interviews with related parties. Then a scheduling analysis is carried out with assistance software. From the research results on the scheduling of the Pantoloan KEK Road Section Handling Project in Palu City using the LSM method, the completion time was 47 days. Meanwhile, in the initial planning, a completion time of 60 days was required, so there was a difference of 13 days. The project budget plan using the LSM method obtained IDR 2.321.225.151,01. Meanwhile, the initial project budget plan is Rp. 2,365,900,000.00 so there is a cost difference of Rp. 44.674.849.- By looking at the comparison of time effectiveness, scheduling using the LSM method is more effective and efficient.
FAKTOR-FAKTOR YANG MEMPENGARUHI PEKERJA KONSTRUKSI MEMILIH SISTEM PEMBAYARAN UPAH KERJA (KASUS PROVINSI SULAWESI TENGAH) asnudin, andi
Inersia: Jurnal Teknik Sipil Vol. 13 No. 1 (2021)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33369/ijts.13.1.48-54

Abstract

In general, there are two types of payment systems for work wages in construction work, the first is the daily wage system based on the number of working days / hours, and the second is the wholesale system based on the volume or type of work. Some information that is often heard in the construction project environment is about problems that arise as a result of the wage system for construction workers. Therefore, this study aims to determine the factors that influence the construction workers in choosing a work wage payment system. Non-parametric approachment is used in the form of descriptive analysis consisting of data reduction carried out by reading interview transcripts, questionnaires responses, and making notes according to the data. Then a summary of the data is made which provides an overview in the form of narrative text and tables. The results showed that the most workers that used the payment of work wages based on the volume of work of 58.84% and those who used working hours or of daily wages were 41.16%. Factors that influence the two payment systems are: First, based on Work Volume, are (1) Additional working hours, (2) Special jobs (Specialists, (3) Remote work locations, (4) High worker productivity, (5) Employee Competence Fulfilled, (6) Experienced more than 2 years, (7) Low risk of material damage. Second, the payment system based on Working Hours are (1) Work experience less than 2 years, (2) Weather conditions, extreme (3) Availability of materials, (4) High wages for workers, (5) Working hours less than 7 hours per day , (6) Difficult mastery of tools, (7) Low labor productivity.
ANALISA KOMPETENSI KERJA TUKANG BESI BETON SULAWESI TENGAH (STUDI KASUS PROYEK GEDUNG DI KOTA PALU) asnudin, andi; Kartini, Andi
Inersia: Jurnal Teknik Sipil Vol. 15 No. 1 (2023)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33369/ijts.15.1.13-20

Abstract

Pentingnya pengetahuan dan kompetensi kerja dalam pelaksanaan pembangunan gedung dalam rangka mencapai kualitas sasaran kerja yang telah ditetapkan maka perlu dilakukan uji penerapan standar bagi tenaga kerja yang memiliki peranan penting dalam pembangunan proyek gedung salah satunya yaitu tukang besi beton. Penelitian ini bertujuan untuk mengetahui penerapan kompetensi kerja tukang besi beton studi kasus proyek gedung yang ada di Kota Palu dan sekitarnya berdasarkan RSKKNI tukang besi beton tahun 2009. Metode penelitian yang digunakan adalah studi literatur, pengumpulan data primer dengan menggunakan kuesioner. Penelitian dilakukan terhadap tukang besi beton yang pernah dan sedang menangani proyek gedung. Data diolah dengan metode statistik menggunakan Rank Relative Index (RRI). Hasil penelitian 27 responden pada 6 proyek gedung yang ada di Kota Palu dan sekitarnya menunjukkan bahwa penerapan kompetensi kerja tukang besi beton yang diterapkan oleh tukang besi yaitu perakitan tulangan besi beton sesuai gambar kerja, membaca dan mempelajari gambar dengan teliti, tulangan dipotong panjangnya sesuai dengan gambar dan kebutuhan tulangan, tulangan besi beton disiapkan sesuai dengan gambar kerja. Sedangkan standar kompetensi kerja tukang besi beton yang kurang diterapkan oleh tukang besi beton yaitu penggunaan APD(Alat Pelindung Diri) dan APK(Alat Pengaman Kerja). Kata Kunci : Tukang Besi Beton, Kompetensi, RSKKNI
Prioritizing Disaster Risks for Post-Disaster Permanent Housing Relocation in Palu, Indonesia: An Analytic Hierarchy Process (AHP) Approach Asnudin, Andi; Amar Akbar Ali; Tutang Muhtar Kamaludin; Andi Rizal; William Arrang Sarungallo
International Journal of Health, Economics, and Social Sciences (IJHESS) Vol. 8 No. 2: April 2026
Publisher : Universitas Muhammadiyah Palu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56338/ijhess.v8i2.10410

Abstract

This study employs the Analytic Hierarchy Process (AHP) to conduct a technical evaluation of disaster risk in the selection of sites for Permanent Housing (HUNTAP) for survivors of the 2018 earthquake, tsunami, and liquefaction disaster in Palu, Central Sulawesi. The analysis integrates five main disaster criteria (floods, landslides, tsunamis, earthquakes, and liquefaction) and 31 sub-criteria compiled from literature and expert judgment. The AHP results show that flood risk is the dominant factor in relocation decisions (relative weight 47.07%), followed by landslides (23.85%), tsunamis (12.52%), earthquakes (11.19%), and liquefaction (5.38%). Key sub-criteria such as lowland areas, river border zones, and drainage conditions are the most significant flood risk indicators. This research provides a structured, multi-criteria decision-making framework to ensure that post-disaster relocation prioritizes the most critical hazards, thereby enhancing the safety and sustainability of settlements in complex disaster-prone regions like Palu. The findings recommend targeted, risk-based mitigation strategies for each hazard priority.
Analysis of the Operational Management System for Clean Water Distribution in Permanent Residences after Disasters in Huntap Talise, Palu City andi asnudin; Nofriyanto; Vera Wim Andiesse; Iffah Fadliah
Inersia: Jurnal Teknik Sipil Vol. 18 No. 1 (2026)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33369/ijts.18.1.23-28

Abstract

Sustainable clean water provision in post-disaster permanent housing (huntap) is a fundamental prerequisite for public health recovery and socio-economic restoration. However, comprehensive evaluations of operational management systems for water distribution from a socio-technical perspective remain scarce in disaster literature. Objective: This study analyzes the operational management system of clean water distribution in Huntap Talise, Palu City, following the 2018 multi-hazard disaster, examining infrastructure performance, user satisfaction, and institutional dynamics.  The research employed an explanatory sequential mixed-method design. Quantitative data were collected through surveys of 88 randomly selected households (Slovin formula, α=10%) and analyzed using the Relative Rank Index (RRI) and Spearman's Rho correlation test. Qualitative data were gathered through field observations, in-depth interviews, and focus group discussions, and were then analyzed thematically.  The study revealed dissonance between technical capacity and operational reality. The inflow discharge (22.22 L/sec) theoretically meets the total demand (520,500 L/day). However, RRI identified three critical deficiencies: 24-hour flow continuity (RRI=0.3045), speed of disturbance repair (RRI=0.3227), and disruption frequency (RRI=0.3295). Correlation analysis showed continuity strongly associated with reduced disruptions (r=0.581; p<0.001). Qualitatively, institutional pathologies emerged: ambiguous management status, lack of preventive maintenance, and a design that depends on limited household tank capacity. Conversely, voluntary contribution compliance reached 97%, indicating robust social capital.  This study confirms that post-disaster water system effectiveness is determined not solely by technical sufficiency, but by governance quality and institutional responsiveness. A socio-technical approach integrating institutional strengthening, operational professionalization, and the utilization of social capital is essential for achieving water system resilience in post-disaster permanent housing.  Keywords: Clean Water Distribution, Post-Disaster Permanent Housing, Operational Management, Community Satisfaction, Infrastructure Resilience, Socio-Technical Analysis