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All Journal CIVED (Journal of Civil Engineering and Vocational Education) Jurnal Konstruksia Natural B Pedagogia: Jurnal Pendidikan Gravity : Jurnal Ilmiah Penelitian dan Pembelajaran Fisika Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil JPSE (Journal of Physical Science and Engineering) Jurnal Penelitian Pendidikan IPA (JPPIPA) Jurnal Pendidikan : Riset dan Konseptual Jukung (Jurnal Teknik Lingkungan) Civil Engineering Journal Dinamisia: Jurnal Pengabdian Kepada Masyarakat JMM (Jurnal Masyarakat Mandiri) Jurnal GEOSAPTA WIDYA LAKSANA Indonesian Physical Review Lingua Rima: Jurnal Pendidikan Bahasa dan Sastra Indonesia APPLIED RESEARCH ON CIVIL ENGINEERING AND ENVIRONMENT (ARCEE) Mitra Akademia: Jurnal Pengabdian Masyarakat

Muhammad Fathur Rouf Hasan

Universitas Brawijaya

Author-ID : 1203695

Agriculture, Biological Sciences & Forestry Humanities Astronomy Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Physics Social Sciences Transportation Other

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PENDAMPINGAN PERBAIKAN FASILITAS MUSHOLLA AL-AMIN UNTUK MENINGKATKAN KENYAMANAN BERIBADAH Amalia Amalia; Muhammad Fathur Rouf Hasan; Anis Rosyidah; Denny Yatmadi
JMM (Jurnal Masyarakat Mandiri) Vol 5, No 6 (2021): Desember
Publisher : Universitas Muhammadiyah Mataram

Abstrak: Musholla Al-Amin merupakan fasilitas warga yang difungsikan sebagai sarana beribadah serta sarana berkumpulnya warga untuk mengadakan kegiatan. Namun saat ini kondisi musholla Al-Amin mengalami kerusakan atap, toilet, dan tempat wudhu. Tujuan dari kegiatan ini adalah memperbaiki sarana prasarana Musholla Al-Amin Kampung Sugutamu, Depok. Metode yang dilakukan dalam pelaksanaan kegiatan ini adalah pendampingan dalam melaksanakan perbaikan musholla. Peserta kegiatan meliputi 4 dosen, 2 mahasiswa dan 10 masyarakat sekitar. Hasil yang telah dicapai yaitu kondisi musholla dalam keadaan yang lebih baik dan nyaman untuk digunakan beribadah. Adapun berdasarkan hasil evaluasi tingkat kepuasan mitra pengabdian, sebanyak 78,52% responden memberikan jawaban sangat setuju dan 21.48% responden memberikan jawaban setuju. Selain itu kegiatan ini membantu pengelola menghemat pengeluaran kurang lebih sebesar 17 juta untuk pembelian material dan proses perbaikan. Berdasarkan tingkat kepuasan masyarakat kegiatan serupa dapat dilakukan untuk memperbaiki sarana prasarana pada fasilitas umum yang lain.Abstract: Al-Amin Mosque is a community facility that functions as a means of worship and a means of gathering residents to hold activities. However, at this time the condition of the Al-Amin Mosque is experiencing damage to the roof, toilets, and ablution area. The purpose of this activity is to improve the infrastructure of the Al-Amin Mosque in Sugutamu village, Depok. The method used in the implementation of this activity is assistance in repairing the mosque. The participants of the activity include 4 lecturers, 2 students and 10 local people. The result that has been achieved is that the mosque is in better condition and is comfortable to use for worship. The results of the evaluation of the satisfaction level of service partners, as many as 78.52% of respondents gave answers strongly agree and 21.48% respondents gave answers agree. In addition, this activity helps managers save approximately 17 million in expenses for purchasing materials and repair processes. Based on the level of community satisfaction, similar activities can be carried out to repair infrastructure in other public facilities.

Analisis Daerah Potensi Longsor Menggunakan Metode Geolistrik Resistivitas di Danau Kastoba Pulau Bawean Indonesia Karimah Karimah; Adi Susilo; Eko Andi Suryo; Aunur Rofiq; Muhammad F.R. Hasan
Jurnal Penelitian Pendidikan IPA Vol. 8 No. 2 (2022): April
Publisher : Postgraduate, University of Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/jppipa.v8i2.1414

Kastoba Lake in Bawean Island Indonesia is a tourist attraction that has a level of vulnerability in landslide disasters. The landslides has been happen. From the large and small scale in the Kastoba Lake. Base on the problem, the landslides occured due to the field of derailment. According to the above statement, it was necessary to know the subsurface structure and the field of avalanche derailment in the kastoba lake area. This data was allowed by geophysical resistivity method which a dipole-dipole configuration with 4 measurement points. The acquisition of data was based on preliminary studies from the analysis of landslide vulnerability level maps (DEM Alos data processing) that have been done first. The results of lithological analysis with geoelectric resistivity methods in this research obtained three layers of subsurface structure, namely top soil (top layer) with a resistivity value of 7-110 Ωm, clay (middle layer) which was a resistivity value of 110-210 Ωm and lava (bottommost layer) which was a resistivity value of 210-357 Ωm. The field of gelincir in the research area was on the top layer of soil composed of weathering of rocks mixed with organic material or leaf/tree decay with an average depth of 7.25 meters. Thus, this research can be one of the parameters of landslide disaster mitigation in the development of geotourism in Kastoba Lake

ANALISIS STABILITAS DAN PERKUATAN LERENG MENGGUNAKAN PLAXIS2D DI DESA SUKARESMI, SUKABUMI, JAWA BARAT A'isyah Salimah; Muhammad Fathur Rouf Hasan; Suripto Suripto; Yelvi Yelvi; Imam H Sasongko
Jukung (Jurnal Teknik Lingkungan) Vol 5, No 2 (2019): September 2019
Publisher : Program Studi Teknik Lingkungan Fakultas Teknik Universitas Lambung Mangkurat

Permukaan tanah tidak semua berbentuk bidang datar, namun memiliki perbedaan ketinggian dan kemiringan pada setiap daerah. Perbedaan ketinggian tanah mampu mengakitbatkan terjadinya pergerakan tanah yaitu longsor. Keberadaan bangunan base transceiver station (BTS) tower di Desa Sukaresmi, Cisaat, Sukabumi yang berada pada daerah lereng curam dengan kondisi retaining wall dan pagar dalam keadaan retak dan mengalami penurunan tanah menjadi salah satu faktor yang mengancam keselamatan. Untuk mengantisipasi dampak kerusakan lingkungan bertambah parah dibutuhkan penanganan khusus. Penelitian ini bertujuan untuk melakukan analisis stabilitas dan perkuatan lereng menggunakan software Plaxis2D. Adapun metode penelitian dilakukan dengan melakukan investigasi lapangan secara langsung, pengujian laboratorium, analisis stabilitas perkuatan lereng dengan software Plaxis2D serta rekomendasi perbaikan drainase. Upaya perkuatan lereng dengan mengganti dan memperdalam retaining wall existing. Hasil perkuatan lereng dapat meningkatkan nilai safety factor menjadi 1,369, nilai ini lebih besar dari safety factor existing sebesar 1,302. Kata kunci: cisaat, longsor, Plaxis2D, stabilitas lereng. The soil surface is believed to have differences in height and slope in each region. The different elevation could cause land movements namely landslides. The existence of tower base transceiver station (BTS) buildings in Sukaresmi Village, Cisaat, Sukabumi on a deep slope area with cracked retaining walls and fences condition which experienced settlement is one of the factors that threaten safety. To anticipate the impact of environmental damage getting worse requires special handling. The aim of this study is to analyze the stability and slope reinforcement using Plaxis2D software. The research method is carried out by conducting direct field investigations, laboratory tests, reinforced slope stability analysis with Plaxis2D software and drainage refinement recommendations. Countermeasures to strengthen the slope are done by replacing and deepening the existing retaining wall. The result of this measure is the increase of the safety factor value to 1,369, this value is greater than the value of the existing safety factor of 1,302. Keywords : cisaat, landslide, Plaxis2D, slope stability.

INVESTIGASI SUMBER AIR TANAH MENGGUNAKAN METODE GEOLISTRIK RESISTIVITAS KONFIGURASI SCHLUMBERGER DAN PENGEBORAN Muhammad Fathur Rouf Hasan; Anjar p Azhari; Putera Agung Maha Agung
Jukung (Jurnal Teknik Lingkungan) Vol 7, No 2 (2021): SEPTEMBER 2021
Publisher : Program Studi Teknik Lingkungan Fakultas Teknik Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/jukung.v7i2.11950

Penelitian ini bertujuan untuk mencari keberadaan sumber air tanah. Metode yang digunakan adalah geolistrik resistivitas konfigurasi schlumberger dan proses pengeboran. Pengukuran dilakukan pada 4 titik dengan bentangan 400 meter dan jarak antar elektroda 10 meter. Hasil penelitian menunjukkan indikasi keberadaan air tanah ditemukan pada titik pengukuran 3 kedalaman 36-55 meter dibawah permukaan tanah dengan nilai resistivitas sebesar 0,97 Ωm. Proses pengeboran dilakukan pada titik 3 sesuai rekomendasi, adapun hasil dari pengeboran menunjukkan informasi keberadaan air tanah ditemukan pada kedalaman 46 m dibawah permukaan tanah, hasil ini sesuai dengan informasi yang diperoleh dari hasil penelitian. Identifikasi keberadaan air tanah menggunakan metode geolistrik resistivitas terbukti cukup ramah lingkungan, karena tidak ada kerusakan lingkungan yang ditimbulkan. Kata kunci: air tanah, geolistrik resistivitas, konfigurasi schlumberger, pengeboran. This study aims to determine the existence of groundwater. The method used in this research is the geoelectrical resistivity method with schlumberger configuration and drilling process. Measurements were made at 4 points with a span of 400 meters and a distance between electrodes of 10 meters. The results showed indications of the presence of groundwater were found at measurement point 3, a depth of 36-55 meters below the ground surface with a resistivity value of 0.97 Ωm. The drilling process was carried out at point 3 according to the recommendations, while the drilling results showed information on the presence of groundwater at a depth of 46 m below the ground surface, this result is the same as the information obtained from the research results. The identification of groundwater using geoelectrical resistivity method is proven to be quite environmentally friendly because there is no environmental damage caused. Keywords: drilling, geoelectrical resistivity, groundwater, schlumberger configuration.

Identification of Groundwater Distribution Using Self Potential Method Muhammad Fathur Rouf Hasan; Tri Widya Swastika; Nunung Martina; Linda Sari Wulandari
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 1 No. 01 (2019): Civil and Environment Development
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v1i01.1953

The drought is one of the biggest problems for the community, this problem will be slightly resolved if the regions have a groundwater sources. This research has been carried out in the karst area, Druju Village, Sumbermanjing District, Wetan Regency, Malang. The purpose of this study is to determine the distribution of groundwater in the Wonorejo Village, Malang District. The method that used is the Self Potential (SP) method using leap frog configuration with 104 measurement points. The results of this study indicate the value of electric potential shown between 0-13.5 mV, and assume that a low potential value (0-1 mV) is an indication of groundwater distribution. Areas with low potential values are found in four area. The area with the lowest potential value can be used as a reference in making wells. The possibility of groundwater distribution in this research area is not in one line / flow. However, it is possible that in areas outside the research location, groundwater flow is in one lane. Thus, to prove this assumption it is necessary to carry out further research in a wider area and the use of other geophysical methods to obtain more varied subsurface information.

Improving The Performance of Asphalt Concrete Mixtures With Polymer Asphalt in Submerged Floods Yanuar Setiawan; Erlina Yanuarini; Nunung Martina; Muhammad Fathur Rouf Hasan; Rinawati Rinawati
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 2 No. 02 (2021): Variety of Case Study
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v2i02.3628

The road conditions which is always submerged can reduce the performance of the asphalt pavement. This research was conducted to obtain the characteristics of polymer asphalt concrete against flooding. Marshall testing was carried out on conventional and polymer asphalt concrete with optimum asphalt content treated with water immersion in variations of 0 days, 0.5 days, 1 day, 2 days, and 4 days. The results show polymer asphalt can improve the durability of asphalt concrete which is submerged in floodwater. This is indicated by the difference in the stability value of 113% in the variation of immersion for 4 days.

Effect of Dolomite Lime on Soil Matric Suction M. I. S. Fazlina; Putera Agung Maha Agung; A. T. S. Azhar; Muhammad Nizam Zakaria; Mustaffa A. Ahmad; Muhammad Fathur Rouf Hasan
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 3 No. 01 (2021): Health and Safety of Construction
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v3i01.3946

The most fundamental of unsaturated soil is matric suction parameter. Matric suction in unsaturated soils plays an important role in controlling physical and mechanical properties. This parameter can influence some other important parameters of soil, such as effective stress, shear strength, swelling pressure, etc. Investigation of matric suction was performed on Ayer Hitam soil, at Batu Pahat District, Johor, Malaysia. Field monitoring works were conducted with and without dolomite treatment at the slopes of Ayer Hitam acidic soil. Field testing used some devices to find out the behavior of matric suction during the rainy session. The result shows that the soil matric suction with dolomite treatment is larger than without treatment and matric suction has a significant difference around 20 – 50 kPa. Enhancement of acidity from the dolomite treatment was not only decreasing pores size caused by the alternating of the microstructure of soil but also leading to increasing the matric suction. The treatment of dolomite material is able to control matric suction and increase the stability of slope acidic Ayer Hitam soil.

3D Modelling of Geoelectrical Resistivity Data to Determine the Direction of Landslides in Kastoba Lake, Bawean Island, Indonesia Karimah Karimah; Adi Susilo; Eko Andi Suryo; Aunur Rofiq; Muhammad F.R. Hasan
Jurnal Penelitian Pendidikan IPA Vol. 8 No. 3 (2022): July
Publisher : Postgraduate, University of Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/jppipa.v8i3.1714

Landslides are one of the factors caused by subsurface structures that are not compact, and have low density or resistivity values due to changes in groundwater. Rainwater that infiltrates into the ground will reach to an impermeable layer which is identified as a slip plane. This research was conducted in the Kastoba Lake area, Bawean Island, Indonesia. The purpose of this study is to determine the slip plane and the direction of the landslide in the studied area. Data acquisition was carried out based on a preliminary study of residual anomaly contour analysis from gravity data, then geoelectric data acquisition was carried out in the studied area. The results of lithological analysis on 3D geoelectric resistivity modeling in this study obtained three layers of subsurface structures, namely topsoil, clay, and lavas. The slip plane of the study area is above the clay layer (7.25 meters depth). The results of the 3D interpretation indicated that the direction of the landslide was towards the north, as evidenced by the existence of public information that the area studied had landslides with the avalanche direction towards the north. For further analysis, a factor of safety analysis is needed based on the analysis of the bore hole drilling method in the studied area

Kajian Penelusuran Kompetensi Lulusan Program Studi D3 Konstruksi Sipil PNJ Muhammad Fathur Rouf Hasan; Denny Yatmadi; Amalia Amalia; Budi Damianto
Jurnal Pendidikan : Riset dan Konseptual Vol 6 No 1 (2022): Volume 6, Nomor 1, Januari 2022
Publisher : Lembaga Penelitian dan Pengabdian Universitas Nahdlatul Ulama Blitar

Penelitian ini bertujuan untuk menelusuri kondisi dan kompetensi lulusan program studi (prodi) D3 Konstruksi Sipil (KS) tahun lulus 2017-2019 di dunia kerja. Hasil tracer study ini merupakan informasi dan data akurat tentang kondisi lulusan di dunia kerja sebagai dasar pengambilan kebijakan untuk meningkatkan kompetensi lulusan, melakukan evaluasi dan pengembangan kurikulum, memperbaiki dan meningkatkan proses pembelajaran, dan sebagai persyaratan dalam akreditasi institusi. Metode yang digunakan di dalam tracer study ini adalah deskriptif eksploratif. Populasi dalam penelitian ini adalah seluruh alumni program studi D3 Konstruksi Sipil jurusan Teknik Sipil PNJ lulusan tahun 2017 sampai dengan 2019 yang berjumlah sekitar 160 orang. Pengambilan sample dilakukan dengan teknik proporsional sampling. Hasil penelitian menunjukkan bahwa lulusan prodi D3 KS bekerja sebagai pelaksana, pengawas lapangan, dan quantity surveyor di bidang konstruksi bangunan sipil. Masa tunggu rata-rata lulusan untuk memperoleh pekerjaan pertama kurang dari 3 bulan dengan gaji pertama Rp 3 juta – Rp 5 juta. Tingkat penguasaan kompetensi inti, pengetahuan umum, penguasaan internet, dan computer lulusan cukup tinggi. Kemampuan komunikasi bahasa inggris lulusan rendah. Kemampuan soft skills lulusan yang menonjol pada Kemampuan dalam memegang tanggung jawab, bekerja di bawah tekanan, dan Kemampuan Bekerjasama dalam Tim

PEMANFAATAN LIMBAH POTONGAN KAWAT SEBAGAI CAMPURAN BETON SERAT UNTUK MEMBANTU MASYARAKAT MELAKUKAN PENGECORAN JALAN Amalia Amalia; Muhammad F. Rouf Hasan; Anis Rosyidah; Rinawati Rinawati; Denny Yatmadi
JMM (Jurnal Masyarakat Mandiri) Vol 6, No 5 (2022): Oktober
Publisher : Universitas Muhammadiyah Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31764/jmm.v6i5.10679

Abstrak: Kondisi jalan Kampung Sugutamu yang rusak dan berlubang berpotensi menyebabkan kecelakaan, sehingga perlu dilakukan pengecoran kembali. Penggunaan beton serat dengan bahan tambah limbah potongan kawat dapat meningkatkan kinerja beton, sehingga jalan yang terbuat dari beton tidak mudah retak dan rusak. Tujuan pengabdian yaitu memberikan edukasi serta membantu masyarakat Kampung Sugutamu dalam proses perbaikan jalan . Kegiatan pengabdian masyarakat dilakukan secara gotong-royong dengan masyarakat Kampung Sugutamu RT 002, RW 021 yang berperan sebagai mitra. Peserta kegiatan meliputi masyarakat sekitar, 14 orang Dosen Teknik Sipil PNJ, dan 2 orang Mahasiswa Teknik Sipil PNJ. Evaluasi dilakukan dengan instrumen kuisioner yang dibagikan kepada masyarakat setelah kegiatan pengecoran selesai. Hasil kegiatan berupa perbaikan jalan kurang lebih sepanjang 200 m, dengan lebar 2 meter, dan tebal beton 10 cm. Secara tidak langsung masyarakat yang terlibat pengecoran, memperoleh pengetahuan baru tentang perbaikan jalan sebesar 71,4%. Selain itu kegiatan ini membantu masyarakat menghemat pengeluaran sebesar 25 juta yang meliputi pengadaan material dan sewa tukang.Abstract: The condition of the damaged and potholed Sugutamu Village road has the potential to cause an accident, so it needs to be re-casted. The use of fiber concrete with additional material of wire cut waste can improve the performance of concrete so that roads made of concrete are not easily cracked and damaged. The purpose of the service is to provide education and help the people of Kampung Sugutamu in the process of road repair. Community service activities are carried out in mutual cooperation with the people of Kampung Sugutamu RT 002, RW 021 who act as partners. The participants of the activity include the surrounding community, 14 PNJ Civil Engineering Lecturers, and 2 PNJ Civil Engineering Students. The Evaluation is carried out with a questionnaire instrument which is distributed to the community after the casting activity is completed. The results of the activity are road repairs of approximately 200 m long, 2 meters wide, and 10 cm thick concrete. Indirectly, the people involved in the foundry gained new knowledge about road repair by 71.4%. In addition, this activity helps the community to save 25 million in expenses which include material procurement and construction hire.

Co-Authors A'isyah Salimah A. T. S. Azhar A. T. Sudjianto Achmad Achdan Annabil Adi Susilo Adi Susilo Adi Susilo Adi Susilo Adi Susilo Adi Susilo Adinegara, Aldo W. Agung B. Broto Agung Budi Broto Agung Teguh Wibowo Almais Agung, P. A. Maha Agus Naba Agus Naba Ahmad Imron Rozuli Ahmad N. Faris Ahmad, Mustaffa A. Alamsyah M. Juwono Alamsyah M. Juwono Alamsyah M. Juwono Amalia Amalia Amalia Amalia Anggraeni, Ike Listya Anis Nurullaili Anis Rosyidah Anjar Pranggawan Azhari Aprilia, Faridha Arbad, Arliandy Pratama Ashari, Fadhil Muhamad Aunur Rofiq Aunur Rofiq Azzahro, Rossyda Bambang Setiahadi Budi Damianto Bunga Puspita, Mayang Daeng A. Suaidi Denny Yatmadi Denny Yatmadi Denny Yatmadi Didik Yudianto Dini Fitriani Dito Ibrahim Gumelar DYAH NURWIDYANINGRUM Eko Andi Suryo Faridha Aprilia Farizky Hisyam Ferdinal, Ferdinal Firdaus, Devan Maulana Germanus Tirta Tambing Gunawan, Fahdynia Karnira Habibiy Idmi, Mohammad Hakim, Meilia Aquina Hamdi Rifai Hapsoro, Cahyo Aji Hari Wisodo, Hari Hidayat, Lukman Hakim Hisyam, Farizky I Ketut Sucita Idmi, Mohammad Habibiy Imam H Sasongko Juwono, Alamsyah M. Karimah Karimah Kartikaningsih, Hartati Khuluq, Muhammad Husnul Komarruzaman, Abdul Razaq Linda Sari Wulandari M. I. S. Fazlina Maharani Pertiwi Koentjoro Mauludi Ariesto Pamungkas Mauludi Ariesto Pamungkas Mega Isnaeni Miftakhul Cahyati Mochammad Wafa Husain Mujtaba Mohammad Habibiy Idmi Mohd. J. Bin Ahmad Muhammad Gusti Alif Zuhry Hanafi Muhammad Nizam Zakaria Mustaffa A. Ahmad Mustaffa A. Ahmad Muwardi Sutasoma Nieske Ari Yunika Nur Aziza Putri Osa, Dominggus Benyamin P. A. Maha Agung Prastyo, Redy Eko Putera Agung Maha Agung Putri, Agustine Hanafi Razi, Mohd Adib Mohammad Riandi, Muhammad Alvaro Rinawati Rinawati Rinawati Rinawati Saffanatul Haniyyah Salimah, Aâ€™isyah Saputra, Jonathan Siti Rohmah Siti Zulaikah Solly Aryza Sri Herwiningsih Sri Sudaryanti, Sri Sukadi, Zefanya Nicko Sukarman Sukarman Sukir Maryanto Suripto Suripto Susilo, Adi SUTIKNO Sutrisno Sutrisno Sutrisno Sutrisno Swastirani, Astika Tri Widya Swastika Tri Widya Swastika, Tri Widya U. A. Abdurrahman Wiwik Handayani Yanuar Setiawan Yanuarini, Erlina Yelvi Yelvi Yoyok Adisetyo Laksono Yudianto, Didik Zainorabidin, Adnan

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