Article Per Year (5 Year)
p-Index From 2021 - 2026
7.943
P-Index
This Author published in this journals
All Journal CIVED (Journal of Civil Engineering and Vocational Education) Jurnal Teknik Sipil dan Perencanaan INVOTEK: Jurnal Inovasi Vokasional dan Teknologi JURNAL PENDIDIKAN TAMBUSAI Suluah Bendang: Jurnal Ilmiah Pengabdian Kepada Masyarakat Teknomekanik Jurnal Applied Science in Civil Engineering Ekasakti Jurnal Penelitian dan Pengabdian (EJPP) Journal of Infrastructure and Civil Engineering Jurnal Vokasi Mekanika Jurnal Hasi Penelitian Dan Pengkajian Ilmiah Eksakta - JPPIE MASALIQ: Jurnal Pendidikan dan Sains Innovative: Journal Of Social Science Research Journal of Innovative and Creativity Horizon: Indonesian Journal of Multidisciplinary Jurnal Teknik Sipil Journal of Civil Engineering and Vocational Education
Totoh Andayono
Universitas Negeri Padang
Religion Aerospace Engineering Agriculture, Biological Sciences & Forestry Arts Humanities Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Medicine & Pharmacology Neuroscience Nursing Physics Public Health Social Sciences Transportation Veterinary Other

Published : 71 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 71 Documents
Search

 4   5   6   7   8 
Hubungan Tekstur Tanah Terhadap Laju Infiltrasi di Daerah Pengembangan Permukiman Kota Padang Andayono, Totoh; Palinto, Gilang
CIVED Vol. 10 No. 2 (2023): June 2023
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v10i2.391

Abstract

Pengembangan kawasan permukiman yang terus meningkat secara tidak langsung akan memicu terjadinya pembukaan lahan baru untuk menunjang infrastruktur kawasan permukiman. Lahan yang semula merupakan kawasan hutan, lahan pertanian dan daerah resapan air hujan berubah menjadi daerah yang tertutup perkerasan dan bersifat kedap air sehingga menyebabkan air hujan tidak dapat lagi meresap ke dalam tanah. Hal ini mengakibatkan pada saat air hujan jatuh ke permukaan tanah, tanah tidak mampu menyerap air dengan sempurna. Kondisi tersebut menyebabkan kecilnya laju infiltrasi pada tanah. Penelitian ini dilakukan bertujuan untuk mengungkapkan seberapa besar hubungan antara tekstur tanah terhadap laju infiltrasi di daerah pengembangan permukiman Kota Padang. Penelitian ini merupakan penelitian kuantitatif dengan pendekatan korelasional. Data yang digunakan berupa data primer data yang didapatkan langsung dilapangan berupa data nilai laju infiltrasi dengan menggunakan alat Turf-Tec Infiltrometer, dan pengukuran di Laboratorium berupa data nilai tekstur tanah yang hasilnya didapatkan dari uji saringan (ayakan) dan uji hidrometer. Sedangkan data sekunder didapatkan pada literatur atau arsip pemerintahan. Berdasarkan hasil dari uji tekstur tanah dan uji laju infiltrasi terhadap sampel uji yang diambil di daerah pengembangan permukiman Kota Padang, diperoleh hasil bahwa hasil nilai kapasitas infiltrasi rata-rata untuk seluruh lokasi pengujian di daerah pengembangan permukiman Kota Padang adalah 5,28 cm/jam. Dan hasil dari pengujian korelasi antara tekstur tanah dengan laju infiltrasi memiliki hubungan yang signifikan (berarti) yaitu sebesar 0,017 (<0,05).
Infiltration Analysis of Paving Block Cover on the Basis of Embankment Soil Variations Andayono, Totoh; Maulina, Melan
CIVED Vol. 10 No. 3 (2023): September 2023
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v10i3.444

Abstract

The large amount of infrastructure used causes less green land for rainwater absorption, so that rain that falls on the ground is not absorbed optimally. The resulting surface runoff is more than the amount of water absorbed. To overcome this, the method is to reduce the use of impermeable land cover (concrete pavement) and replace it with appropriate surface land cover. One of the efforts made is the use of pervious paving to reduce surface runoff and increase infiltration. This test aims to determine how much infiltration rate and capacity occurs when using paving block cover with variations in embankment soil. This research uses quantitative methods with an experimental approach using an artificial rain simulator. The soil used in this research is soil sourced from Lubuk Alung, Sarik River and Mount Sarik. The paving blocks used are in the form of hexagons which are usually used as ground surface pavement. Infiltration testing carried out several analyzes namely infiltration rate, infiltration capacity and cumulative infiltration. The results of this research show that good infiltration is the Sarik River landfill with the use of paving block cover, the infiltration rate value is 0.619-0.112 cm/minute, the infiltration capacity is 6.18 cm/hour, the cumulative infiltration is 8.97 and runoff occurs in the second minute. 09 and the chart intersects at the 30th minute. The results of infiltration testing using an artificial rain simulator showed that the use of paving block cover can increase infiltration thereby reducing the occurrence of run off.
Evaluation of Land Suitability of The Post-Mine Area for Settlement in The Kuranji Region of Padang City Chani, Anwar; Andayono, Totoh
CIVED Vol. 11 No. 1 (2024): March 2024
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v11i1.528

Abstract

The increase in population in Padang City is related to the many needs that must be met by the community such as housing or settlement needs. The availability of land that meets the criteria to be used as a settlement location guarantees a decent life for each community. This research aims to evaluate the land suitability of post-mining areas for settlements in the Kuranji area of Padang City. Data collection is done by analyzing the parameters used in determining the ideal settlement area, namely, slope level map, soil type map, erosion hazard, soil texture, flood hazard, and soil carrying capacity. The data that has been obtained is analyzed using the scoring or weighting method to determine the level of land suitability. Based on the calculations and analysis carried out on the evaluation of land suitability for settlements in the Gunung Sarik area, it can be concluded that the post-mining area in the Gunung Sarik area is suitable for settlements with a land suitability level value of 57 which with a land suitability level value of 58.7 - 37.4 is appropriate with details of 6 physical parameters that are met, namely, the level of slope 15.76%; Alluvial soil type, erosion hazard 348.83 tons/day/year, never flooded, fine soil texture (Clay), and has good soil bearing capacity (165 kg/cm 2 ).
The Addition of Pore Holes in Paving Blocks in an Effort to Increase Infiltration Oktovia, Eli; Andayono, Totoh
CIVED Vol. 11 No. 2 (2024): June 2024
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v11i2.549

Abstract

The problem of waterlogging and surface runoff on impermeable pavement surfaces requires finding new ways to manage water flow, especially from rainwater. The type of permeable pavement that is often used is paving block. The use of paving blocks for pavement materials is expected to reduce puddles that occur after rain. One way is to modify the paving block to be greater in seeping water into the soil. This study aims to determine the extent to which the effect of adding pore holes in paving block can increase water infiltration in surrounding soil. This research was conducted through testing in the Laboratory. The type of research is quantitative with experimental method using a rain simulator tool with variations of paving block. From the research results obtained that the addition of pores in the paving block affects the infiltration that occurs. This is evidenced by the increae in the value of infiltration, the infiltration rate value of normal paving block is 182.92-10.43 mm/hour, 2% ratio is 183.75-10.75 mm/hour, 5% ratio is 190.00-11.30 mm/hour, 7% ratio is 231.33-11.46 mm/hour, 10% ratio is 236.88-17.61 mm/hour. From the test results between pore holes with infiltration rate has a significant relationship of 0.037 (<0,05).
Perkuatan Struktur Beton Dengan Metode Frp Pada Bangunan Gedung Harahap, Safrinanda; Putri, Prima Yane; Putra, Rusnardi Rahmat; Andayono, Totoh; Atika, Liana
Innovative: Journal Of Social Science Research Vol. 4 No. 3 (2024): Innovative: Journal Of Social Science Research (Special Issue)
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/innovative.v4i3.11533

Abstract

Perbaikan dan perkuatan struktur di perlukan apabila terjadi kerusakan yang menyebabkan degradasi yang berakibat tidak terpenuhinya lagi persyaratan persyaratan yang bersifat teknis. Secara umum dilakukannya perkuatan disebabkan oleh beberapa hal antara lain yaitu Kesalahan perencanaan, Kesalahan pelaksanaan, Perubahan fungsi yang berakibat penambahan beban,Perkembangan ilmu pengetahuan,Timbulnya keluhan terhadap kenyamanan struktur, Perubahan persyaratan untuk memenuhi peraturan Yang baru. Tahapan perkuatan struktur dapat dilakukan dengan cara review struktur, Analisis struktur, metode dan material perkuatan dan pelaksanaan. FRP juga dinilai sebagai alternatif perkuatan eksternal yang murah tapi mampu meningkatkan kinerja pada struktur bangunan. Pada metode ini, dua jenis serat yang paling banyak diaplikasikan adalah Glass Fiber Reinforced Polymer (GFRP), Carbon Fiber Reinforced Polymer (CFRP), dan aramid atau serat kaveler. FRP memiliki daya tarik tujuh hingga sepuluh kali lebih besar dibandingkan baja. Keunggulan dari perkuatan FRP ini yaitu bahan lebih ringan, kekuatan tarik tinggi, tidak terjadi korosi sehingga memiliki durabilitas (keawetan) yang tinggi, mudah dalam pemasangannya sehingga menghemat waktu serta bahannya mudah untuk dibentuk (fleksibel).
PERENCANAAN ULANG SISTEM DRAINASE DI KAWASAN KAMPUS UNIVERSITAS NEGERI PADANG Aryusdi, Miftahul Fauzan; Andayono, Totoh
Jurnal Applied Science in Civil Engineering Vol 6 No 4 (2025): Jurnal Applied Science in Civil Engineering
Publisher : Teknik Sipil Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/asce.v6i4.132483

Abstract

Kawasan Universitas Negeri Padang (UNP) kerap mengalami genangan air saat hujan deras akibat kapasitas saluran drainase yang tidak memadai, perubahan tata guna lahan, dan kurangnya pemeliharaan jaringan. Kondisi ini mengganggu aktivitas civitas akademika serta mempercepat kerusakan infrastruktur. Penelitian ini bertujuan menganalisis kinerja sistem drainase eksisting dan merencanakan ulang sistem yang efektif, efisien, dan berkelanjutan sesuai standar teknis, guna meminimalkan risiko banjir lokal di lingkungan kampus. Metode penelitian meliputi pengumpulan data curah hujan dari stasiun Bendung Koto Tuo dan Khatib Sulaiman, analisis hidrologi menggunakan metode distribusi Log Pearson III untuk menentukan curah hujan rencana, perhitungan debit banjir rencana dengan metode rasional, serta analisis hidrolika untuk mengevaluasi kapasitas saluran eksisting. Pemodelan jaringan drainase dilakukan menggunakan perangkat lunak EPA SWMM 5.2 untuk mensimulasikan kondisi eksisting dan rancangan perbaikan. Hasil penelitian menunjukkan bahwa beberapa saluran di kawasan FMIPA dan Fakultas Ekonomi mengalami luapan pada periode ulang tertentu, terutama saat curah hujan tinggi, akibat kapasitas penampang yang lebih kecil dari debit limpasan. Rancangan perbaikan meliputi penyesuaian dimensi saluran, peningkatan kemiringan dasar, dan penambahan inlet pada titik rawan genangan. Simulasi pasca-perbaikan menunjukkan kapasitas saluran mampu menampung debit rencana hingga periode ulang 25 tahun tanpa luapan signifikan.
PERENCANAAN ULANG SISTEM DRAINASE DI KAWASAN KAMPUS UNIVERSITAS NEGERI PADANG Aryusdi, Miftahul Fauzan; Andayono, Totoh
Jurnal Applied Science in Civil Engineering Vol. 6 No. 4 (2025): Jurnal Applied Science in Civil Engineering
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/asce.v6i4.132483

Abstract

Kawasan Universitas Negeri Padang (UNP) kerap mengalami genangan air saat hujan deras akibat kapasitas saluran drainase yang tidak memadai, perubahan tata guna lahan, dan kurangnya pemeliharaan jaringan. Kondisi ini mengganggu aktivitas civitas akademika serta mempercepat kerusakan infrastruktur. Penelitian ini bertujuan menganalisis kinerja sistem drainase eksisting dan merencanakan ulang sistem yang efektif, efisien, dan berkelanjutan sesuai standar teknis, guna meminimalkan risiko banjir lokal di lingkungan kampus. Metode penelitian meliputi pengumpulan data curah hujan dari stasiun Bendung Koto Tuo dan Khatib Sulaiman, analisis hidrologi menggunakan metode distribusi Log Pearson III untuk menentukan curah hujan rencana, perhitungan debit banjir rencana dengan metode rasional, serta analisis hidrolika untuk mengevaluasi kapasitas saluran eksisting. Pemodelan jaringan drainase dilakukan menggunakan perangkat lunak EPA SWMM 5.2 untuk mensimulasikan kondisi eksisting dan rancangan perbaikan. Hasil penelitian menunjukkan bahwa beberapa saluran di kawasan FMIPA dan Fakultas Ekonomi mengalami luapan pada periode ulang tertentu, terutama saat curah hujan tinggi, akibat kapasitas penampang yang lebih kecil dari debit limpasan. Rancangan perbaikan meliputi penyesuaian dimensi saluran, peningkatan kemiringan dasar, dan penambahan inlet pada titik rawan genangan. Simulasi pasca-perbaikan menunjukkan kapasitas saluran mampu menampung debit rencana hingga periode ulang 25 tahun tanpa luapan signifikan.
Penerapan Metode Hazop dalam Identifikasi Bahaya dan Pengendalian Risiko K3 pada Proyek LRT Jakarta Fase 1B Indra, Najwa Putri; Arifin, Ari Syaiful Rahman; Rifwan, Fitra; Andayono, Totoh
Jurnal Penelitian Dan Pengkajian Ilmiah Eksakta Vol 5 No 1 (2026): Jurnal Hasi Penelitian Dan Pengkajian Ilmiah Eksakta - JPPIE
Publisher : LPPM Universitas Dharma Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/jppie.v5i1.2513

Abstract

LRT (Integrated Rail Transit) is a public transportation system developed by PT. Kereta Api Indonesia (KAI) to facilitate mobility for residents of Greater Jakarta (Jabodetabek). The objectives of this study are: 1) identifying high-risk construction projects, 2) applying the HAZOP method to identify hazards and deviations in work processes, 3) assessing risk levels based on likelihood and severity parameters, and 4) providing risk control recommendations based on the HAZOP analysis results. This research is a descriptive analytical study with a qualitative-quantitative approach, conducted on the Jakarta LRT Phase 1B Project, Velodrome–Manggarai Segment, implemented in January 2026. Data collection involved field observations, interviews, questionnaires, and documentation. The results indicate: 1) Identification of High-Risk Work: High-risk construction work in the LRT Phase 1B project includes the use of heavy equipment (jack hammers), concrete casting, girder lifting, electrical installation, and welding processes. 2) The application of the HAZOP method is effective in identifying potential hazards and deviations in various work processes. 3) Risk assessment based on likelihood and severity indicates the greatest risks are in girder lifting and concrete casting. 4) Risk control through technical measures (e.g., low-vibration work methods, strict supervision, use of PPE), administrative measures (SOPs, training), and physical protection (electrical protection, barricades) is essential to reduce occupational risks.
Komparasi Infiltrasi Antara Area Greenbelt dan Area Terbuka di Kawasan Industri PT Semen Padang Hendriko, Gilang; Andayono, Totoh
HORIZON: Indonesian Journal of Multidisciplinary Vol. 4 No. 2 (2026): HORIZON: Indonesian Journal of Multidisciplinary
Publisher : Lembaga Intelektual Muda (LIM) Maluku

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54373/hijm.v4i2.5321

Abstract

This study aims to compare soil infiltration rates between greenbelt areas and open areas within the PT Semen Padang industrial complex. The study was conducted within the PT Semen Padang industrial complex, focusing on two locations: the greenbelt area and the open area. Measurement points were selected using a purposive sampling method adapted to field conditions. Soil infiltration rates were measured using the double-ring infiltrometer method, and the data obtained were analyzed using the Horton model to describe the soil infiltration patterns. The results showed that soil infiltration rates in the greenbelt area were consistently higher than those in the open area throughout the observation period. At the start of the measurement (t₂), the infiltration rate in the greenbelt area was very high, for example, reaching 144 cm/h at point T1 and 414 cm/h at point T8, whereas in the open area it was only 12 cm/h at T1 and 9 cm/h at T8. As time progressed, the infiltration rate in both areas decreased until reaching a constant value. At the 120th minute, the infiltration rate in the greenbelt area stabilized at a relatively higher value, such as 48.3 cm/h at T1, while in the open area it stabilized at a much lower value, namely 3.6 cm/h at T1. These findings indicate that the greenbelt area has a better initial infiltration capacity (f₀) and constant infiltration rate (f????) compared to the open area.
Perbandingan Titik Kritis Menggunakan Sampel Tanah Aluvial Dan Tanah Non Aluvial Muda Harris Lumban Gaol, Angga; Andayono, Totoh; Rizal, Fahmi; Sandra, Nevy
Jurnal Pendidikan Tambusai Vol. 10 No. 1 (2026)
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai, Riau, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jptam.v10i1.36094

Abstract

Perubahan iklim global yang ditandai dengan meningkatnya intensitas dan frekuensi curah hujan ekstrem telah meningkatkan risiko banjir di berbagai wilayah, khususnya pada daerah dengan karakteristik tanah yang berbeda. Penelitian ini bertujuan untuk menganalisis perbedaan laju infiltrasi, aliran permukaan (runoff), serta penentuan titik kritis pada tanah aluvial dan non-aluvial menggunakan rainfall simulator. Penelitian dilakukan dengan metode eksperimen laboratorium berpendekatan kuantitatif. Sampel tanah yang digunakan berjumlah 14 sampel, terdiri atas 7 sampel tanah aluvial dari dataran rendah dan 7 sampel tanah non-aluvial dari dataran tinggi di Kota Padang. Pengujian dilakukan menggunakan rainfall simulator dengan intensitas hujan konstan untuk mengamati perubahan infiltrasi dan runoff terhadap waktu. Hasil penelitian menunjukkan bahwa tanah aluvial memiliki laju infiltrasi awal yang lebih tinggi dan mampu menunda pembentukan aliran permukaan dibandingkan tanah non-aluvial. Titik kritis pada tanah aluvial terjadi lebih lambat dibandingkan tanah non-aluvial, yang menandakan kapasitas infiltrasi dan kemampuan menahan air yang lebih baik. Sebaliknya, tanah non-aluvial menunjukkan penurunan infiltrasi yang lebih cepat dan pembentukan runoff yang lebih awal, sehingga lebih rentan terhadap limpasan dan potensi banjir. Temuan ini menunjukkan bahwa karakteristik fisik tanah berperan penting dalam menentukan respon hidrologi terhadap hujan dan memiliki implikasi penting dalam perencanaan tata air serta mitigasi risiko banjir.
Co-Authors Abi Sapta Jonesti Ade Tira Wulandari Agung Almunawar Aini, Sri Zahratul Ambiyar, Ambiyar An Arizal Anggriyeni, Vellya Arbi, Yaumal Ari Syaiful Rahman Arifin Arif Rachmat Arwizet Arwizet, Arwizet Aryana Syafty Bugis Aryusdi, Miftahul Fauzan Asnil Asnil Atika, Liana Awy Pratama Azwar Inra Bima, Muhammad Bima Dwitama Cahyo Agung Saputra Candra, Oriza Chani, Anwar Dalrino Dalrino Dewi Sartika Pratiwi Dwiprima Elvanny Myori, Dwiprima Elvanny Enda Desfita Rahayu Engla Bresma Esa Hafizul A Fadhli, Rusdiani Fadil Ikhsan Anugrah Fahmi Rizal Ferry Rahmat Tesa Fitra Rifwan Fivia Eliza Hafidzy Rahman, Abdul Hafifah Oktari Hendriko, Gilang Henny Yustisia Hesti M Ilham Wahyudi Indra Utama, Rizky Indra, Najwa Putri Irma Husnaini Januardy Ilham Jodi Febrian Jonni Mardizal Juliafad, Eka Junaidi Junaidi Junil Adri Krismadinata Krismadinata, Krismadinata Laras Oktavia Andreas M. Giatman Mas Mera Maulana, Majid Maulina, Melan Maya Juliana Karlan Mochamad Hermansyah Muda Harris Lumban Gaol, Angga Muhammad Adi Sucipto Muhammad Irhas Athariq Muhammad Ricky Luandra Mutiara, Ilhama Nabila Nasution, Hoirunjamiah Nevy Sandra Nidal Zuwida Nurhasan Syah Nurianda WFE Aromatika Oktaviani Oktaviani Oktaviani Oktaviani Oktovia, Eli Olyvia Gemala Ranty Palinto, Gilang Prima Zola Putra, Aldio Fikhri Maulida Putra, Rusnardi Rahmat Putri Aulia Mayang Sari Putri, Prima Yane Rahmadani Ari Saputra Rahman Arifin, Ari Syaiful Rahman, Elgi Ramadhan, Wira Anugerah Rani Widya Sari Remon Lapisa Revian Body Rifki Ramadhandi Riska Yurnaliza Risky Indra Utama Risma Apdeni Rival Tanjung Rusdiani Fadhli SAFRINANDA HARAHAP Sari, Rani Widya Sintia Moli Sartika Sari Sonia Fara Dila Syaiful Haq Tos, Salman Yandra, Muvi Yaumal Arbi Yoga Abel Wiranda Yolga Silvia Johan Yuwalitas Gusmareta