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All Journal Jurnal Ilmiah Merpati (Menara Penelitian Akademika Teknologi Informasi) JURNAL PASTI (PENELITIAN DAN APLIKASI SISTEM DAN TEKNIK INDUSTRI) Journal of Advanced Civil and Environmental Engineering Jurnal Ilmiah Universitas Batanghari Jambi YUSTISI Jurnal Kridatama Sains dan Teknologi Journal of Applied Science, Engineering, Technology, and Education Jurnal Teknik Industri Terintegrasi (JUTIN) Jurnal Teslink : Teknik Sipil dan Lingkungan Yustisi: Jurnal Hukum dan Hukum Islam Mechonversio: Mechanical Engineering Journal Multicience Teknologika Jurnal Tera Innovative: Journal Of Social Science Research Madani: Multidisciplinary Scientific Journal Media Abdimas Jurnal Teknik Indonesia Teknokris Jurnal Sipil Krisna Jurnal Ilmiah Plano Krisna Journal of Social Work and Empowerment Nusantara Journal of Multidisciplinary Science Jurnal Teknik dan Teknologi Indonesia Qomaruna Jurnal Teknologi dan Sains Modern NU-JST PASAK: Jurnal Teknik Sipil dan Bangunan
Yonas Prima Arga Rumbyarso
Program Studi Teknik Sipil, Fakultas Teknik, Universitas Krisnadwipayana, Jakarta, Indonesia
Religion Agriculture, Biological Sciences & Forestry Arts Humanities Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry 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 Physics Public Health Social Sciences Transportation Other

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Analisis Borepile Menggunakan Metode Meyyerhoff dan Reese Wright Lydia Darmiyanti; Yonas Prima; Muhammad Arief Aldianto
Jurnal Sipil Krisna Vol 9 No 1 (2023): Jurnal Sipil Krisna
Publisher : Fakultas Teknik Universitas Krisnadwipayana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61488/sipilkrisna.v9i1.249

Abstract

Given that the project site is in a highly populated area and has a geological condition of soil with a relatively high water content, the borepile foundation is the best option. The purpose of this study is to compare settlement estimates made manually and using the Plaxis 3D application, as well as to examine the bearing capability of the borepile foundation utilizing sondir data and conventional penetration tests. The research methodology used to write this final project was a case study, and it involved observation as the primary data collection tool. Using the Mayerhoff method, the following values were determined for the borepile bearing capacity: Qult = 152.403 tons, Qijin = 32.15527, Qtotal = 718.4571, and Qijin = 160.4381. and for SPT data using the Reese & Wright method at borepile point A18 obtained Qu = 1163.89 tons, and Qijin = 387.964 tons. In the manual method of the semi-empirical method and the vesic method for the analysis of the single borepile drop at point A18, S =15 mm and S = 12.8 mm, respectively. The output of the Plaxis 3D program is S = 19.2 mm, and the PDA test results are achieved. S = 5mm. The results of the settlement analysis, which was performed, have complied with SNI 8460: 2017's standards for foundation settlement, which is 25 mm.
PENGARUH LIMBAH CANGKANG KERANG SEBAGAI SUBSTITUSI AGREGAT HALUS TERHADAP KUAT TEKAN BETON Syafiadi Rizki Abdillah; Sahrul Zulfikar; Yonas Prima
Jurnal Sipil Krisna Vol 9 No 1 (2023): Jurnal Sipil Krisna
Publisher : Fakultas Teknik Universitas Krisnadwipayana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61488/sipilkrisna.v9i1.250

Abstract

The development of concrete technology in trials of adding mixed ingredients continues to be carried out to obtain the desired strength and quality of concrete. The clam shells contain pozzolanic chemical compounds, namely lime which is expected to be used as a substitute for fine aggregate in a mixture of concrete constituents. This research was conducted to determine the compressive strength of concrete by utilizing shell waste as a substitute for fine aggregate of 0%, 15% and 25% with aging observed at 7, 14 and 28 days. This research carried out several material tests such as sieving, aggregate specific gravity, moisture content, silt content, wear and tear, organic matter, slump test and concrete compressive strength test. Based on the results of the study, it was found that the optimum strength in mixed variations with shell waste as a substitute for 15% fine aggregate obtained a compressive strength value of 14.09 MPa at 14 days. From the results of the research conducted, it can be concluded that the use of shell waste as a substitute for fine aggregate is not recommended for the manufacture of concrete in the world of construction, because the strength value of the concrete obtained does not meet the requirements of Standard SNI 7656: 2012
Analisis Perbandingan Daya Dukung dan Penurunan Pondasi Tiang Bor Dengan Perhitungan Manual dan Software ALLPILE Gali Pribadi; Yonas Prima Arga Rumbyarso
Jurnal TESLINK : Teknik Sipil dan Lingkungan Vol 5 No 2 (2023): Next Issue on, September 2023
Publisher : Universitas Nusa Putra

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52005/teslink.v5i2.301

Abstract

Salah satu bagian penting dalam sebuah perencanaan gedung adalah perencanaan pondasi. Pondasi inilah yang akan menopang dan menahan suatu beban yang bekerja di atasnya. Perencanaan pondasi dikatakan benar apabila beban yang diteruskan pondasi ke tanah tidak melampaui kekuatan tanah yang bersangkutan. Pemilihan pondasi bored pile dikarenakan kondisi lingkungan sekitar proyek yang dikelilingi rumah-rumah warga. Penelitian ini bertujuan untuk menganalisis nilai daya dukung bored pile dan dapat menganalisis penurunan bored pile. Data umum diperoleh dari hasil peninjauan dan pengamatan langsung di lokasi rencana pembangunan. Data sekunder didapatkan dari kontraktor atau konsultan perencana serta literatur-literatur yang berlaku. Metode analisis yang digunakan dalam penelitian ini adalah dengan menggunakan program komputer ALLPILE dan metode perhitungan manual untuk menghitung daya dukung, dan penurunan pondasi yang ditunjang dengan berbagai literatur dan data geoteknik yang didapat. Daya dukung tiang bored pile 12098.31 KN, penurunan tiang tunggal loading test 1,88 cm, metode Allpile 2,00 cm.
Penyuluhan Komposisi Campuran Beton untuk Jalan Tol Yonas Prima Arga Rumbyarso
Journal of Social Work and Empowerment Vol 2 No 3 (2023): Journal of Social Work and Empowerment - Mei 2023
Publisher : Yayasan Sinergi Widya Nusantara (Sidyanusa)

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Abstract

Peran dari seorang pekerja atau sumber daya manusia sangat vital khususnya dalam bidang kontruksi. Terkadang karena kelalaian yang di sebabkan oleh ketidaktahuan atau memandang hal terkadang sepele bisa mengakibatkan atau menimbulkan kejadian yang fatal dikemudian hari. Dalam kegiatan ini penulis berfokus untuk mengulas tentang upgrade knowledge dari seorang atau Sumber daya manusia yang berinterasi secara langsung di lapangan yang erat kaitannya dengan bidang kontruksi pengecoran sebuah proyek jalan tol khususnya wilayah jawa. Untuk kualitas beton sendiri sesuai standar Nasional Indonesia terbagi menjadi 3 jenis antara lain : Kualitas beton kelas 1, Kualitas beton kelas 2, Kualitas beton kelas 3. Pada kegiatan ini juga para pekerja di ajak praktek langsung kelapangan atau terjun langsung, mulai dari kualitas bahan, komposisi campuran sampai dengan proses pembuatan dan pengujian.
Analisis Stabilitas Lereng dengan Metode Bishop pada Proyek Geotechnical Investigation Jalur Transportasi Pelabuhan Batubara Marangkayu Kabupaten Kutai Kartanegara Yonas Prima Arga Rumbyarso; Gali Pribadi
JURNAL KRIDATAMA SAINS DAN TEKNOLOGI Vol 5 No 02 (2023): JURNAL KRIDATAMA SAINS DAN TEKNOLOGI
Publisher : Universitas Ma'arif Nahdlatul Ulama Kebumen

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53863/kst.v5i02.987

Abstract

A slope is a surface that has a slope and forms a certain angle to the horizontal plane and is not protected. The slope and angle formed cause the slopes to have differences in surface height. Differences in slope surface height result in forces acting to push, and also forces in the soil acting to resist or resist, so that the position of the soil remains stable. The stability of a slope is expressed in the slope safety factor which is obtained or obtained by comparing the holding force and the pushing force. Based on topographic data of ground investigation drilling points on the Marangkayu Coal Port transportation route, Kutai Kartanegara Regency, it is known that there are several drilling points with soil conditions in the form of slopes or hills, so it is predicted that they could cause the potential for landslides because these points will become transportation routes for loading and unloading materials. coal. The aim of this research is to determine the slope safety figures, and to obtain a safe slope with the original slope conditions. The method used to analyze slope stability in this research uses Geostudio Slope Bishop method software. The results of the analysis of the original slope conditions at the OLC-FBH-03 and OLC-FBH-06 test points showed that the slope safety value was obtained with the result being that the slope condition was safe from landslides (FK>1.25). With this, it can be concluded that the Marangkayu Coal Harbor transportation route, Kutai Kartanegara Regency is safe from landslides.Keywords: Bishop Method, Geostudio Slope, Slope Stability, Slope Safety Value
PERHITUNGAN PRODUKTIVITAS PERALATAN BERAT PADA PROYEK JALAN TOL SEMARANG – DEMAK SEKSI 1C KM 35+400 SAMPAI DENGAN 36+400 Rumbyarso, Yonas Prima Arga
Mechonversio: Mechanical Engineering Journal Vol. 6 No. 2 (2023): DESEMBER 2023
Publisher : Univervitas Maarif Hasyim Latif

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51804/mmej.v6i2.16427

Abstract

Proyek infrastruktur khususnya pekerjaan perkerasan lentur memerlukan kendaraan berat. pemakaian kendaraan berat merupakan faktor penting serta paling utama di dalam membantu berhasilnya proyek infrastruktur jalan aspal tersebut. Di dalam pekerjaannya kapasitas daya produksi kendaraan berat memegang peranan penting atau vital dalam progress pelaksanaan proyek, dimana sangat memerlukan sebuah perhitungan analisis kapasitas volume daya produksi pekerjaannya. Adapun tujuan dari penelitian ini adalah guna mengetahui kapasitas volume pekerjaan pada proyek pembangunan Jalan Tol Semarang – Demak seksi 1C KM 35+400 sampai dengan KM 36+400 untuk mengetahui kapasitas daya produksi asphalt finisher, dump truck, pneumatic tire roller, serta tandem roller, pada proyek pembangunan Jalan Tol Semarang – Demak seksi 1C KM 35+400 sampai dengan KM 36+400. Metode perhitungan analisis yang dipakai ialah dengan menggunakan metode volumetric, penggunaan metode ini ialah untuk menganalisis atau menghitung kapasitas volume & daya produksi kendaraan berat pada pekerjaan pembangunan Jalan Tol Semarang – Demak seksi 1C KM 35+400 sampai dengan KM 36+400. Dari hasil perhitungan atau hasil analisis yang didapatkan oleh peneliti, maka rumusan yang didapat ialah bahwa analisis perhitungan volume & produktivitas kendaraan berat yang digunakan pada pembangunan proyek ini telah sesuai dengan jadwal atau schedule yang sudah direncanakan sebelumnya.
ANALISIS PENJADWALAN PROYEK KLINIK SPESIALIS MATA & THT AYANI DENGAN PERT & CPM FAIZAL ADDIN ACHMAD; YONAS PRIMA ARGA RUMBYARSO
INTERNATIONAL JOURNAL OF MULTI SCIENCE Vol. 4 No. 01 (2024): INTERNATIONAL JOURNAL OF MULTISCIENCE - JANUARY-APRIL 2024
Publisher : CV KULTURA DIGITAL MEDIA

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Abstract

Clinics are one of the health facilities that are important for people's lives, for this reason the provision of health facilities is a priority scale where the construction of the Ayani Eye & ENT Specialist Clinic building in Pontianak City, West Kalimantan is one of them. Project scheduling is one of the elements of planning results, which can provide information about the planned schedule, project progress, & project delays, these things can affect the quality & quantity of work if correct implementation is not anticipated, both in terms of implementation methods, coordination between the owner and the contractor. . In this research, Time Scheduling analysis was carried out using PERT (Project Evaluation and Review Technique) & CPM (Critical Path Method) on the Ayani eye & ENT specialist clinic building project to determine the critical path and determine the probability that project work can be completed on time. Based on the analysis carried out, the critical path obtained is with the following details, A-B-C-D-E-H-Y-P-AG-AK-AN-AM-AO with a duration of 189 which is obtained from the results of calculations using the CPM method and probability using PERT calculations, namely that it can be completed in 189 with a percentage of 62% of the completion targets that have been made
ANALYSIS OF LIGHTWEIGHT BRICK WASTE FOR PARTIAL SUBSTITUTION OF FINE AGGREGATE ON CONCRETE COMPRESSIVE STRENGTH IHSAN TAQWA; YONAS PRIMA ARGA RUMBYARSO; LYDIA DARMIYANTI
INTERNATIONAL JOURNAL OF MULTI SCIENCE Vol. 4 No. 02 (2024): INTERNATIONAL JOURNAL OF MULTISCIENCE - MAY -AUGUST 2024
Publisher : CV KULTURA DIGITAL MEDIA

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Abstract

The construction industry in Indonesia is experiencing a significant increase, fueled by government infrastructure development. Concrete is the material of choice as it is easy to use, economical and strong. However, excessive sand mining has a negative impact on the environment, including land degradation and pollution. The increase in construction has led to an increase in construction waste, which, if managed properly, can be profitable. Effective waste management is crucial to address environmental concerns and the utilization of waste lightweight bricks offers a cost-effective and efficient solution. Studies related to the use of waste lightweight bricks as a partial replacement for sand in concrete are highly relevant. The results of compressive strength testing on normal concrete at the age of 28 days obtained based on data analysis and discussion that has been presented in the previous chapter regarding the use of waste lightweight brick powder fibers with variations of 0%, 5%, and 10% are 439 kN (f´c 24.85 Mpa), while variation 1 of 10% lightweight brick powder waste reaches 344 kN (f´c 19.48 Mpa), and variation 2 of 15% lightweight brick powder waste reaches 308 kN (f´c 17.44 Mpa).
THE EFFECT OF GRANITE WASTE AS A FINE AGGREGATE SUBSTITUTION IN ASPHALT CONCRETE BINDER COURSE NIKO FITRIANDANA RINJOKO; YONAS PRIMA ARGA RUMBYARSO; LYDIA DARMIYANTI
INTERNATIONAL JOURNAL OF MULTI SCIENCE Vol. 4 No. 02 (2024): INTERNATIONAL JOURNAL OF MULTISCIENCE - MAY -AUGUST 2024
Publisher : CV KULTURA DIGITAL MEDIA

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Abstract

Roads play a crucial role in local economies, supporting the distribution of goods and the mobility of citizens, but are often damaged by heavy traffic loads, poor drainage and inadequate infrastructure. Asphalt pavement is a popular choice due to its durability and affordable construction costs. Building waste includes construction and demolition waste, containing recyclable to toxic materials. Management of this waste is effective to reduce costs and support industry sustainability, in Indonesia, granite stone waste is widely generated. Analysis of Marshall characteristics in AC-WC mixtures using granite stone powder as a substitute for filler with a variation of 30% resulted in a stability value of 2487 kg, a VMA value of 36.51%, a flow value of 3.35 mm, a VIM value of 26.19% and an MQ value of 742 kg/mm that meets specifications. The VFB test value of 28.27% does not meet the 2018 Bina Marga specifications. While the granite stone powder with a variation of 60% produces a stability value of 2568 kg, a VMA value of 37.31%, a flow value of 3.4 mm, a VIM value of 27.12% and an MQ value of 756 kg/mm that meets the specifications. Meanwhile, the VFB test value of 27.31% does not meet the 2018 Bina Marga specifications. The presentation results of the mix design on cement filler are hot bin I by 17%, hot bin II by 45%, hot bin III by 32%, cement filler 6%, asphalt 6%.
THE EFFECT OF FISH BONE POWDER WASTE AS A FINE AGGREGATE SUBSTITUTION IN ASPHALT CONCRETE WEARING COURSE PAVEMENT TIAR WAHYUDI; YONAS PRIMA ARGA RUMBYARSO; BERMANDO MANGATUR SIAGIAN
INTERNATIONAL JOURNAL OF MULTI SCIENCE Vol. 4 No. 02 (2024): INTERNATIONAL JOURNAL OF MULTISCIENCE - MAY -AUGUST 2024
Publisher : CV KULTURA DIGITAL MEDIA

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Abstract

Roads as transportation infrastructure play an important role in regional development and are used to transport basic necessities. Certain materials with specific durability are used for road construction, but damage can occur due to natural phenomena, excessive pressure, or material quality. This damage can endanger drivers and often causes accidents. The Bina Marga Road Maintenance Manual lists various types of damage, but this study only focuses on inspections to detect cracks. In Muara Angke, Central Jakarta, one ton of fish bone waste is produced every month from the fish cracker making process. This waste, which produces an unpleasant odor and contains BOD, COD, and TSS, pollutes the environment and makes the 400 m² industrial area unhealthy. Due to lack of skills and technology, local communities have not been able to process or utilize this fish bone waste effectively. The results of Marshall testing on the composition of AC-WC asphalt using fish bone powder waste with variations of fine aggregate substitution of 0%, 25%, and 50%, and asphalt content of 5%, 6%, and 7% did not meet the 2018 Bina Marga specifications for Stability, Void in Air, Marshall Quotient, and Void in Material values. The Marshall characteristics obtained from the mixture with fish bone powder waste are not comparable to the regular AC-WC mixture without waste. In addition, the VIM value for the mixture with 6% asphalt content and waste variations of 0%, 25%, and 50% also did not meet Bina Marga standards. However, all VMA and VFA levels still meet the asphalt and aggregate specification criteria according to Bina Marga 2018.
Co-Authors Achmad Pahrul Rodji Aditya Maulana AGA PRIATNA Ali Khumaidi Anwar Budiman BERMANDO M SIAGIAN Bermando Mangatur Siagian BERMANDO MANGATUR SIAGIAN BERMANDO SIAGIAN Chusna, Nuke L DELLA GIOVANNI Diah Utami Essy Malays Sari Sakti FAIZAL ADDIN ACHMAD FARHAN HAWARI Farhan, Muhammad Farhan Fauzi FITRA RAHARJA ASHSHIDDIQ Gali Pribadi Hartanto, Bilhan Gamaliel IHSAN TAQWA Indriasari Ismail Lydia Darmiyanti Lydia Darmiyanti Muhammad Ali Akbar Muhammad Arief Aldianto Muhammad Rifa'i NIKO FITRIANDANA RINJOKO Pratikso, P Retno Kus Setyowati Reynaldi Fransiscus Rifqi Brilyant Arief, Rifqi Brilyant Rikzan Bachrul Ulum S, Sukadi Sahat Martua Sihombing Sahrul Zulfikar Saifulloh, Reza sinabutar, dohar Syafiadi Rizki Abdillah TIAR WAHYUDI