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All Journal Journal of Applied Civil Engineering and Infrastructure Technology (JACEIT) Jurnal Pengabdian kepada Masyarakat Indonesia (JPKMI) Jurnal Riset Teknik Sipil dan Sains
Amin, M. Shofi’ul
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Religion Arts Humanities Biochemistry, Genetics & Molecular Biology Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Engineering Environmental Science Industrial & Manufacturing Engineering Materials Science & Nanotechnology Nursing Physics Public Health Transportation

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Pengaruh Penambahan Plastik LDPE Pada Campuran Aspal Beton Lapis AC-BC Hidayati, Hilda Nur; Rifqi, Mirza Ghulam; Amin, M. Shofi’ul
Journal of Applied Civil Engineering and Infrastructure Technology Vol 2 No 2 (2021): Desember 2021
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v2i2.63

Abstract

Increased traffic volume growth has an impact on demand for the construction of pavement structures and the use of materials used. Therefore, we need a material that can help coat aggregate materials other than asphalt in order to reduce these effects, for example polymer or plastic materials. One effort that can be done is to modify the effect of adding Low Density Poly Ethylene (LDPE) plastic as an additive in AC-BC (Asphalt Concrete-Binder Course) asphalt mixture. The purpose of this study was to determine how the effect of the addition of Low Density Poly Ethylene (LDPE) type plastics as an added ingredient of AC-BC hot asphalt mixture on Marshall characteristics. Tests conducted include aggregate testing, asphalt testing, plastic testing, and Marshall testing. The design of the mixture is done by dry (dry process) using a variation of plastic content of 0%, 2%, 3%, and 4% with each bitumen content of 4.5%, 5%, 5.5%, 6.0 % and 6.5%, the number of test specimens made is 75 test specimens. From the Marshall test results obtained KAO value of 6.5% with a variation in LDPE plastic content of 3%. With a stability value of 1878.40 kg, a flow value of 3.81 mm, an MQ value of 472.5 kg / mm, a VFB / VFA value of 72.55%, a VIM value of 4.29%, and a VMA value of 17.74%.
Pengaruh Penambahan Plastik Tipe PET (Polyethylene Terepthalete) Terhadap Campuran Laston AC-WC Rahayu, Putri; Rifqi, Mirza Ghulam; Amin, M. Shofi’ul
Journal of Applied Civil Engineering and Infrastructure Technology Vol 2 No 1 (2021): Agustus 2021
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v2i1.66

Abstract

To find a solution the road problem in Indonesia, it requires to perform a modified mixture to obtain good quality of asphalt concrete pavement with addition the new material. The new material as an additive to increase the quality of pavement is a Polyethylene Terepthalete (PET). This Research uses some variation as: 4%, 4,5%, and 5% of PET from weight of asphalt concrete. The purpose of this research is to identify the impact of PET as an additive in asphalt concrete wearing course (AC-WC). The metodh used in this study is a dry process from some references (such as: design and implementation of asphalt pavement used plastic waste, 2019). The result of marshall test found that the optimum performance and stability for 5% PET with 6.5% variances value of asphalt bitumen. Stability of five variation averange is 2193.3 kg; Flow is 3.90 mm; Void in Mix (VIM) is 3.7%; void mix in aggregate (VMA) is 16,7%; Void filled Bitumen (VFA/VFB) is 77.9%, and Marshall Quotient is 562,4 kg/mm. By the references used in this research, these value have been suitable with the research result from those references. It can be concluded that the asphalt pavement with using an additive of PET gives better performances and stability than without PET.
PENGARUH KEKANGAN JENIS KAWAT ANYAM HEXAGONAL DAN PERSEGI DENGAN METODE CONCRETE WRAPPING TERHADAP KAPASITAS LENTUR BALOK BETON Murtadlo, Mochammad Azam; Dadang Dwi Pranowo; Amin, M. Shofi’ul; Utanaka, Ahmad; Khomari, Mohamad Galuh
Jurnal Riset Teknik Sipil dan Sains Vol. 3 No. 1 (2024): Agustus 2024 - Jurnal Riset Teknik Sipil dan Sains
Publisher : Politeknik Negeri Banyuwangi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.57203/j-riteks.v3i1.2024.5-10

Abstract

Balok beton adalah salah satu komponen struktur atas bangunan sederhana. Banyak metode dapat dilakukan untuk perkuatan balok beton dikarenakan alih fungsi bangunan. Salah satu metode yang digunakan adalah metode concrete wrapping. Biasanya concrete wrapping menggunakan material Carbon Fiber Reinforced Polymer Wrap (CFRPW) yang memiliki harga dan material yang relatif sulit di lapangan. Oleh karena itu dilakukan penelitian dengan menggunakan variasi kawat anyam sebagai material pengganti carbon pada metode concrete wrapping. Metode yang digunakan dalam penelitian ini adalah ekspiremental dengan benda uji balok beton tanpa tulangan sesuai dengan SNI 4431-2011 serta campuran beton menggunakan peraturan Surat Edaran Nomor. 73/SE/Dk/2023 Tabel A.4.a. Hasil kuat tekan beton sebesar f’c 24,82MPa. Balok mengalami kerusakan patah yang pada 1/3 tengah bentang benda uji. Kuat lentur beton normal adalah 3,86MPa. Beton dengan pengaruh variasi kawat anyam persegi 5,53MPa peningkatanya 1,66% dari beton normal. Beton dengan pengaruh variasi kawat anyam hexagonal 4,93MPa, kenaikannya sebesar 1,06% dari beton normal. Kuat lentur tertinggi diantara dua variasi kawat anyam tersebut adalah beton dengan pengaruh varisi kawat anyam persegi yang mengalami kenaikan 1,66% dari balok beton normal.
PENDAMPINGAN DESAIN EXISTING DAN DESAIN RENCANA PENGEMBANGAN BALAI DESA TAMBONG, BANYUWANGI Khomari, Mohamad Galuh; Amin, M. Shofi’ul; Utanaka, Ahmad; Satyaning Budhi, Wahyu; Bejo Santoso, Catur; Rodiyani, Megalita
Jurnal Pengabdian kepada Masyarakat Indonesia (JPKMI) Vol. 2 No. 3 (2022): Desember : Jurnal Pengabdian Kepada Masyarakat Indonesia (JPKMI)
Publisher : Pusat Riset dan Inovasi Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55606/jpkmi.v2i3.789

Abstract

Desa Tambong merupakan salah satu desa wisata yang ada di Kecamatan Kabat, Kabupaten Banyuwangi. Kebutuhan akan gambar bangunan dalam proses pembangunan sangatlah penting bagi desa khususnya perencanaan balai desa tambong. Tidak adanya gambar existing dan gambar rencana balai desa mengakibatkan terkendalanya prioritas pembangunan di balai desa tambong yang akan dilaksanakan di tahun berikutnya. Maka dari itu penting sekali pendampingan untuk pembuatan gambar existing dan rencana pengembangan balai desa demi melengkapi dokumen perencanaan masterplan balai desa tambong yang berupa Detailed Engineering Design (DED). Dengan tidak adanya tenaga ahli dari mitra Lembaga Pemberdayaan Masyarakat Desa yang membidangi untuk melengkapi DED, maka penting sekali peran dari institusi khususnya Politeknik Negeri Banyuwangi untuk mendampingi dalam pembuatan dokumen gambar sebagai upaya pengabdian yang outputnya dapat dimanfaatkan di kemudian hari. Adapun tujuan pengabdian ini adalah untuk membantu melengkapi dokumen gambar existing dan gambar rencana balai desa tambong. Dan tahapan pelaksanaan pengabdian yaitu survei pendahuluan, melakukan pengukuran tapak bangunan existing, membuat gambar existing balai desa, membuat desain rencana yang dengan konsep berwawasan lingkungan berkearifan lokal. Kemudian dari hasil pendampingan didapatkan konsep desain balai desa yang seperti khas rumah osing tikel balung banyuwangi dengan penambahan material alam kayu sebagai kisi-kisi. Selain itu juga ditambah dengan ornamen batik “Gajah Oling” ciri khas batik banyuwangi.
Pengaruh Proporsi Silica Fume Dengan Penambahan Zat Additive Terhadap Kuat Tekan Mortar Novita, Ayik Asri; Pranowo, Dadang Dwi; Amin, M. Shofi’ul; Utanaka, Ahmad; Santoso, Catur Bejo
Journal of Applied Civil Engineering and Infrastructure Technology Vol 6 No 1 (2025): Agustus 2025
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v6i1.952

Abstract

Mortar is commonly used in construction as a strong and durable building mixture that is relatively easy to make. One of the problems that often occurs in Indonesia, especially in buildings located in coastal areas, is the rapid rusting of reinforcement or the degradation of bricks due to not receiving sufficient protection from mortar as the outermost part. Mortar plays a crucial role in construction by acting as an adhesive for bricks, wall plaster, and ceramic tiles, while also providing protection for construction joints. Because of this, the mortar needs to have the maximum strength possible. Adding alternative ingredients, such as silica fume and Superplasticizerconsol SS 74 N, to the mortar is one way to achieve this goal. Different amounts of 0.5% Superplasticizer and 10% and 20% silica fume percentage were added, and compressive strength tests were conducted after 7, 14, and 28 days. The results of the research show that the effect of adding Silica fume and Superplasticizer to mortar has the potential to reduce the compressive strength value, with the maximum compressive strength value for normal mortar aged 28 days being 49.41 Mpa, while for mortar variations of SF 10% and 20% 37.48 Mpa and 30.43 Mpa.
Co-Authors Catur Bejo Santoso Dadang Dwi Pranowo Hidayati, Hilda Nur Khomari, Mohamad Galuh Murtadlo, Mochammad Azam Novita, Ayik Asri Pranowo, Dadang Dwi Rahayu, Putri Rifqi, Mirza Ghulam Rodiyani, Megalita Utanaka, Ahmad Wahyu Satyaning Budhi