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All Journal RACIC : Rab Construction Research Musamus Journal of Civil Engineering Jurnal Pengabdian Masyarakat Multidisiplin Journal of Infrastructure and Civil Engineering Impression : Jurnal Teknologi dan Informasi
Muhammad Yazid
Teknik Sipil, Universitas Abdurrab
Aerospace Engineering Humanities Astronomy Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Earth & Planetary Sciences Education Electrical & Electronics Engineering Energy Engineering Environmental Science Immunology & microbiology Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Medicine & Pharmacology Nursing Public Health Social Sciences Transportation Other

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Pengaruh Penambahan Masterglenium ACE 8595 Terhadap Kuat Tekan Beton Muhammad Yazid; Rizki Ramadhan Husaini; Fitra Ramdhani; Husnah Husnah; Siti Fini Annisa
Journal of Infrastructure and Civil Engineering Vol. 2 No. 2 (2022)
Publisher : Program Studi Teknik Sipil Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/jice.v2i2.22

Abstract

Beton bermutu tinggi umumnya memiliki nilai FAS yang relatif keci. Namun hal tersebut dapat menyebabkan rendahnya workability beton yang akan mempengaruhi kuat tekan beton. Penambahan bahan tambah terutama superplaticizer dapat digunakan untuk mengatasi masalah workability tersebut. Salah satu contoh bahan tambah yang digunakan adalah MasterGlenium ACE 8595. Penelitian ini bertujuan untuk mengetahui pengaruh penambahan MasterGlenium ACE 8595 pada kuat tekan beton dan mengetahui persentase MasterGlenium ACE 8595 dalam campuran beton yang menghasilkan kekuatan beton optimum. Persentase penggunaan MasterGlenium ACE 8595 yaitu 0%; 0,3 %; 0,6 %; 0,9 %; 1,2 %; 1,5 %; 1,8 % dan 2,1% dari berat semen dengan slump flow Self Compacted Concrete (SCC) rencana 60 cm – 75 cm. Adapun benda uji yang digunakan adalah silinder dengan diameter 150 mm dan tinggi 300 mm serta berjumlah tiga sampel pada setiap variasinya yang diuji pada umur beton 28 hari. Hasil dari penelitian ini adalah setiap penambahan dosis akan meningkatkan workability beton dan perlu dilakukan pengurangan air untuk mencegah terjadinya segregasi pada beton SCC tersebut. Kuat tekan beton optimum yang dihasilkan adalah sebesar 52,81 MPa pada variasi MasterGlenium ACE 8695 0,6% dengan pengurangan air sebesar 27,12%. Sedangkan variasi MasterGlenium ACE 8595 2,1% menghasilkan kuat tekan terendah sebesar 40,56 MPa dengan pengurangan air sebanyak 33,89%.
Perencanaan Dinding Turap di Tepi Sungai Pada Tanah Lunak Muhammad Toyeb; Husni Mubarak; Puspa Ningrum; Muhammad Yazid
Journal of Infrastructure and Civil Engineering Vol. 2 No. 2 (2022)
Publisher : Program Studi Teknik Sipil Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/jice.v2i2.23

Abstract

Stability of soil on the riverbank necessary to considered towards landslide. Especially the location of soil in around it commonly have kinds the soft soil and over deformation. The large lateral earth pressure grant the influence to sheet pile stability. The face problem was embankment placed in riverbank on natural soil. It is potentially occur shear failure on embankment. Aim the study was design sheet pile to own bearing capacity in order to able withhold mainly lateral force. The source data from soil investigation report was SPT and analysis method based on soil properties, load design, lateral earth pressure, moment force. The result based on soil investigation obtained that almost 20 meters depth was soil to overly soft density. Depth of sheet pile was not reached rock soil because it mainly withhold lateral earth pressure. Therefore design of sheet pile planned to using steel sheet pile of Larssen profile 605K with length 12 m and driving depth 7 m along reinforcement to block anchor.
Perbandingan Tingkat Kebisingan Akibat Aktivitas Transportasi Husni Mubarak; Muhammad Yazid; Febri Dani Wahyudi
Musamus Journal of Civil Engineering Vol 5 No 01 (2022): Musamus Journal of Civil Engineering
Publisher : Musamus University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35724/mjce.v5i01.5057

Abstract

Mesjid Agung Ar-Rahman dan Rumah Sakit Syafira yang berada dilingkungan jalur lalu lintas yang terkena kebisingan perlu melakukan pengendalian kebisingan. Tujuan dari penelitian ini adalah untuk mengetahui seberapa besar tingkat kebisingan akibat aktivitas transportasi pada jalan Jendral Sudirman lokasi Mesjid Agung Ar-Rahman dan lokasi Rumah Sakit Syafira Kota Pekanbaru, Metode penelitian ini merupakan studi kasus dimana fokus permasalahannya hanya pada tingkat perhitungan prediksi akibat lalu lintas dengan formula Calculation of Road Traffic Noise (CoRTN) dan pengukuran kebisingan dengan Sound Level Meter (SLM) serta pengumpulan data menggunakan kuisioner. Analisa data yang digunakan adalah uji normalitas, univariat dan independent sampel test. Berdasarkan hasil survei kebisingan dan perhitungan CoRTN didapat tingkat kebisingan lalu lintas di jalan Jendral Sudirman, pada hari kamis dan senin diperoleh tingkat kebisingan rerata terendah dengan SLM adalah 71.30 dB yaitu terletak dilokasi Mesjid AgungAr-Rahman pada hari kamis pukul 16.30 – 17.30. Tingkat kebisingan rerata tertinggi adalah 75.02 dB yaitu terletak dilokasi RS Syafira pada hari senin pukul 16.30 – 17.30. Untuk Basic Noise Level yang terendah dihasilkan dihasilkan dilokasi RS Syafira pada hari senin pukul 07.00 – 08.00 sebesar 72.90 dB. Sedangkan yang tertinggi dihasilkan dilokasi Mesjid Agung Ar-Rahman pada hari kamis pukul 07.00 – 08.00 sebesar 75.52 dB. Berdasarkan hasil dari kuisioner dengan pengujian Idependent Sampel Test diperoleh tingkat kebisingan lalu lintas rata-rata dilokasi Mesjid Agung Ar-Rahman sebesar 51.45 dB dan dilokasi RS Syafira sebesar 50.25 dB. Secara umum pengukuran dengan alat ukur maupun persamaan emperik, telah melebihi baku tingkat yang diizinkan.
Analisis Kebutuhan Frekuensi Kapal Ro-Ro Dalam Melayani Penyeberangan Muhammad Yazid; Husni Mubarak; Hari Hamid
Musamus Journal of Civil Engineering Vol 5 No 02 (2023): Musamus Journal of Civil Engineering
Publisher : Musamus University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35724/mjce.v5i02.5174

Abstract

Air Putih - Sei Selari crossing of Bengkalis regency has a distance of 5 miles. The total number of Ro-Ro vessels operating at the parallel crossing of Air Putih – Sei Selari is 6 vessels with a rolling system where 4 vessels operate and 2 vessels are off / standby. The number of trips served per day is an average of 20 trips. However, the overall number of ships operating on a fairly close trajectory is not balanced with optimal ship operating time service. As a result there is a queue of ships to dock. In this study used several methods of analysis to solve the problems that occur, including load factor analysis, frequency analysis required and analysis of the needs of the number of ships. From the results of the analysis it was found that the ideal number of ship frequencies under normal and congested conditions were 21 trips/day and 24 trips/day respectively. Scheduling is based on ship service time during normal and busy times, both of that condition have Sailing Time 35 minutes, headways 90 minutes at normal condition and 103 minutes at congested, Layover time 20 minutes at normal times and 25 minutes at congested, so as to minimize the length of waiting time for ships to dock on the wharf. With a total of 6 ships, the ship operating schedule per day uses a ship rolling system with the division of 3 ships in operation and 3 ships off / standby.
Cost and Schedule Comparison of Bauxite Soil Embankment Works for Open Storage Yard Development in the Futong Coastal Area, Siak, Indonesia Ahmad Kurnain; Muhammad Yazid; Rahmat Tisnawan; Doni Rinaldi Basri
Impression : Jurnal Teknologi dan Informasi Vol. 5 No. 1 (2026): Maret 2026
Publisher : Lembaga Riset Ilmiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59086/jti.v5i1.1824

Abstract

This study aims to analyze the comparative efficiency of cost and time in soil transportation using two methods: 300-foot barges and 250-foot barges, within a reclamation project. The research employs a descriptive quantitative method with a comparative approach to assess volume, cost, and completion time. The analysis indicates that using a 300-foot barge, with a transport capacity of 8,000 tons or approximately 3,810 m³ per trip, can complete a total workload of 1,000,000 m³ within 350 working days. The total cost for this method amounts to IDR 600 billion. In comparison, the 250-foot barge method requires a higher cost of IDR 650 billion for the same volume of work. Based on these calculations, the 300-foot barge method is deemed more efficient in both cost and time, offering a cost savings of IDR 50 billion and a more consistent execution timeline. The findings of this study are expected to serve as a reference for planning and decision-making regarding soil material transportation methods in future projects of similar scope.
EDUKASI TEKNOLOGI INFORMASI DALAM KONSEP SMART VILLAGE DI DESA SEI LEMBU MAKMUR KABUPATEN KAMPAR Sukri Sukri; May Valzon; Salamun Salamun; Muhammad Yazid; Kenepri Kenepri; Siti Juariah
Jurnal Pengabdian Masyarakat Multidisiplin Vol 5 No 3 (2022): Juni
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/jpm.v5i3.2492

Abstract

The village area is a location far from the city which has many shortcomings, especially information technology communication. The best development and the fastest and most efficient way of developing information communication is to build from the bottom up at the village level. Every village in Indonesia must be independent and be able to develop themselves to obtain and share information. For this reason, the government has begun to implement a system of development and development from the outskirts or the lowest level, which is called the village and then to the urban area. To support this development, the government created the Smart Village information technology concept. The Smart Village concept has an agenda to strengthen rural management through the use of information and communication technology. In this regard, the Government continues to innovate and be creative to support the Smart Village program. Sei Lembu Makmur Village, Kampar Regency, Riau Province is a village located approximately 45 kilometers from the provincial capital. For this reason, information technology education and data communication through Smart Villages are needed so that village governments can develop Smart Villages independently and community leaders and agencies in the local village area can accept Smart Village development directly in the village.
PERILAKU STRUKTUR LANTAI PSSDB (PROFILED STEEL SHEET DRY BOARD) DENGAN LUBANG BULAT DITENGAH Muhammad Yazid
Racic : Rab Construction Research Vol. 4 No. 2 (2019): Desember
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (769.828 KB)

Abstract

The knowledge on the behaviour of a building structure is very important in order to predict the behaviour of the structure before it is constructed. This is to ensure that the structure is safe to be used. New current modern technology is now able to predict the behaviour of a structure through computer simulation as a replacement to laboratory tests. However, laboratory tests will also have to be performed in order to validate the proposed computer models. This thesis illustrates the prediction of the structural behaviour of Profiled Steel Sheet Dry Board (PSSDB) which is a structural composite floor system constructed of Bondek II (profiled steel sheeting), Cemboard (dry board) connected via Power Drive DX14 (self drilling, self tapping screws). The floor structure is loaded with a uniformly distributed loading and its behaviour due to the openings at the center of the panel analysed using a finite element perangkat lunak package, LUSAS-FE. The one-way spanning plate have been analysed in this research. The increase in deflection in the longitudinal direction is found to be more influenced by the presence of the opening than the deflection in the transverse direction. The average percentage of the increase in deflection of the one-way spanning plate due to the presence of 20%, 40%, and 60% opening of its overall width are 36%, 108%, and 184% respectively in comparison to the deflection of plate without opening. It has been found that as the size of opening increases, the deflection also increased.
ANALISIS STRUKTUR RANGKA BATANG 2D DENGAN METODE MATRIKS KEKAKUAN MENGGUNAKAN APLIKASI PTC MATHCAD DAN ANALISIS SAP2000 Muhammad yazid; Rizki Ramadhan Husaini; Sukri Sukri; Deri Islami; Teddy Julio Gunawan; Muhammad Defri Wahyudi
Racic : Rab Construction Research Vol. 8 No. 2 (2023): DESEMBER
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v8i2.3813

Abstract

The analysis of a 2-dimensional truss structure (plane truss) can be done using the matrix method with the stiffness matrix formula to obtain the internal forces that occur. The stiffness matrix method can be easily described with the PTC Mathcad application. With this PTC Mathcad application, the stages in the matrix method analysis can be clearly seen, starting from the stages of the matrix method, namely creating a truss model, creating a local stiffness matrix, creating a transformation matrix, creating a global stiffness matrix, compiling a structural stiffness matrix, stacking partitions and re-arrangement of structural stiffness matrices, calculating displacement in local and global coordinates, calculating the forces in each rod and calculating the reaction force of the platform. The purpose of this research is to create a simple program using the PTC Mathcad programming language to analyze the 2-dimensional truss and compare the results of the simple programming with the results of the SAP2000 analysis. The comparison results obtained on the joint displacement / displacement value and the bar force value between the PTC Mathcad application and SAP2000 obtained an average result below 2%. For the analysis of the reaction to the pedestal, the analysis using PTC Mathcad is the same as the SAP2000 analysis for the vertical reaction and for the horizontal direction, the SAP2000 application gets the result of 1.25x10-13 while in PTC Mathcad there is none.
PENGARUH VARIASI PENAMBAHAN SEMEN DAN PERBEDAAN SUHU SAAT PENCAMPURAN TERHADAP MUTU BETON Doni Rinaldi Basri; Al Hafis Liontin; Muhammad Yazid
Racic : Rab Construction Research Vol. 8 No. 2 (2023): DESEMBER
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v8i2.4014

Abstract

Concrete is one of the building structural elements consisting of a mixture of aggregate as a filler and cement paste as a binder. Improving the quality of the concrete mixture will produce concrete with high or maximum compressive strength. Many people think and assume that the more cement used in a concrete mix, the quality/strength will increase. Actually, this assumption is not completely wrong and not completely correct and here the author will try to examine whether adding a lot of cement will improve the quality of the concrete and see the effect of temperature on the quality of the concrete mixture. Variations in adding cement from 450 kg, 500 kg, and 550 kg showed an increase in concrete quality, with compressive strength values of 34.19 MPa, 37.40MPa, and 42.01MPa, while variations in adding 600kg cement experienced a decrease in concrete quality. With a compressive strength value of 41.16MPa. From this research, adding cement does not always improve the quality of concrete. Variations in adding cement of 450kg, 500kg, 550kg and 600kg during morning mixing with a mixing temperature of 24°C with compressive strength values of 33.22 MPa, 37.3MPa, 40.51MPa and 44.69MPa, show increasing quality values. Meanwhile, during the afternoon mixing time with a mixing temperature of 32℃, variations in the addition of 450kg, 500kg and 550kg cement showed that the compressive strength results continued to increase, namely with compressive strength values of 34.19MPa, 37.40MPa and 42.01MPa. Meanwhile, by adding 600 kg of cement variation, the compressive strength value was found to be 41.16MPa, where the concrete experienced a decrease in the compressive strength value. So it can be concluded that mixing the concrete mixture in the morning with a mix temperature of 24℃ is better than in the afternoon with a mix temperature of 32℃
ANALISIS PERUBAHAN GARIS PANTAI DI WILAYAH PESISIR PROVINSI RIAU MENGGUNAKAN DATA SATELIT Rizki Ramadhan Husaini; Muhammad Yazid; Husni Mubarak; Tri Ramadani; Muhammad Hanif Ahda; Muhammad Fajar Anugrah
Racic : Rab Construction Research Vol. 8 No. 2 (2023): DESEMBER
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v8i2.4045

Abstract

Riau Province has a coastline area estimated at 2,713 kilometers. Changes in the coastline in the coastal areas of Riau Province occur along the current coastline. This change has an impact on the country's border zones and reduces the quality of life of the people who live around these areas. This research aims to determine the distance and rate of change in coastlines, as well as maximum changes in abrasion and accretion. Calculation of coastline changes using satellite data processed through the Digital Shoreline Analysis System (DSAS) application with Net Shoreline Movement (NSM) and End Point Rate (EPR) statistical methods as well as discussion of aspects of land cover, wind direction, soil type and 10 year statistics going forward by taking research time in 2013, 2017 and 2021. The highest area of abrasion occurred in Rangsang District at 1760.04 ha with a rate of 25.82 m/year while the highest accretion area occurred in Sinaboi District at 2195.55 ha at a rate of 87, 24 m/year.
Co-Authors Abi Wahyudi Ahmad Kurnain Al Hafis Liontin Doni Basri Doni Rinaldi Basri Febri Dani Wahyudi Fitra Ramdhani Hari Hamid Husaini, Rizki Ramadhan Husnah Husnah Husni Mubarak Husni Mubarak Islami, Deri Kenepri Kenepri Masdar, Astuti Mhd. Ryan Angryanof Muhammad Defri Wahyudi Muhammad Fajar Anugrah Muhammad Hanif Ahda Muhammad Idris Muhammad Toyeb Puspa Ningrum Rahmat Tisnawan Riski Nando Pratama Ronny Jnnnaidy Salamun Salamun Siti Fini Annisa Siti Juariah Sukri Sukri Teddy Julio Gunawan Tri Ramadani Umar Khatab Valzon, May