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INDONESIA
Jurnal Ilmiah Rekayasa Sipil
Published by Politeknik Negeri Padang
ISSN : 18583695     EISSN : 26552124     DOI : https://doi.org/10.30630/jirs.v21i2
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Ilmiah Rekayasa Sipil is intended as a medium for scientific studies of research results, thoughts and critical-analytical studies regarding research in the Field of Civil Engineering Science. As part of the spirit of disseminating knowledge resulting from research and thinking for wider community service and as a reference source for academics in the field of Civil Engineering. Jurnal Ilmiah Rekayasa Sipil accepts scientific articles with the scope of research on: Structural Engineering Construction Materials Geotechnical Engineering Environmental Engineering Water Resources Engineering Transportation Planning and Management Road Design and Pavement Bridge Structure Construction Management Earthquake and Tsunami Other relevant study topics With articles that have primary citations and have never been published online or in print before.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 10 Documents
 1 
Search results for , issue "Vol 18 No 1 (2021): April 2021" : 10 Documents clear
Perencanaan Tebal Perkerasan Kaku Dengan Beton Mutu Tinggi (Menggunakan Fly Ash) Etri Suhelmidawati; Fauna Adibroto; Syaifullah Ali; Dwina Archenita; Azri Azhar Musaddiq Zade
Jurnal Ilmiah Rekayasa Sipil Vol 18 No 1 (2021): April 2021
Publisher : Pusat Penelitian dan Pengembangan Masyarakat (P3M), Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jirs.v18i1.411

Abstract

Berbagai penelitian dan percobaan dibidang beton dilakukan sebagai upaya untuk meningkatkan kualitas beton, teknologi bahan dan teknik-teknik pelaksanaan yang diperoleh dari hasil penelitian dan percobaan tersebut dimaksudkan untuk menjawab tuntutan yang semakin tinggi terhadap pemakaian beton serta mengatasi kendala-kendala yang sering terjadi pada pelaksanaan pekerjaan di lapangan. Salah satu cara untuk meningkatkan kekuatan beton adalah dengan menggunakan pengganti semen yaitu abu terbang. Tujuan dari penelitian ini adalah untuk mengetahui pengaruh penggantian sebagian semen dengan abu terbang terhadap mutu kuat tekan beton dalam aplikasinya pada perencanaan tebal perkerasan kaku dengn beton mutu tinggi. Komposisi variasi penambahan abu terbang sebanyak 0%, 10%, 12,5%, 15%, 20% dan 25% dari berat semen. Mutu beton yang direncanakan 40 MPa yang diuji pada umur 7 hari dan 28 hari. Penelitian ini menguji beton dengan benda uji selinder (diameter 150 mm dan tinggi 300 mm) sebanyak 30 sampel dan terdiri dari 6 variasi. Dari penelitian ini didapatkan kuat tekan optimum pada variasi 10% yaitu sebesar 30,770 MPa. Kuat tekan yang terendah terdapat pada variasi 25% yaitu sebesar 20,046 MPa.Kuat tekan tertinggi yang didapat dari penelitian yaitu 30,770 MPa kemudian digunakan dalam perencanaan tebal perkerasan kaku metoda Bina Marga. Perkerasan kaku yang direncanakan berlokasi di STA 0+000 - STA 5+000 Bypass Kota Padang. Dari hasil perhitungan tebal perkerasan didapatkan tebal slab beton adalah 210 mm dengan jenis beton bersambung dengan tulangan. Total anggaran biaya yang dikeluarkan dari perencanaan tebal perkerasan kaku ini adalah senilai Rp.41.200.700.000,00 (Empat Puluh Satu Milyar Dua Ratus Juta Tujuh Ratus Ribu Rupiah).
Pembandingan Perancangan Bangunan Tahan Gempa Menggunakan SNI 1726:2012 Dan SNI 1726:2019 Azis Wicaksana; Anis Rosyidah
Jurnal Ilmiah Rekayasa Sipil Vol 18 No 1 (2021): April 2021
Publisher : Pusat Penelitian dan Pengembangan Masyarakat (P3M), Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jirs.v18i1.416

Abstract

Indonesia has a code for designing a seismic-resistant building, which has always improved year after year. Start from Peraturan Perencanaan Tahan Gempa Indonesia Untuk Gedung (PPTI-UG) 1983, SNI 1726:2002, SNI 1726:2012, and the latest one is SNI 1726:2019. SNI 1726:2019 experienced some renewal on designing a seismic-resistant building. This research aims to compare spectrum response design and the structural behavior between seismic-resistant building design using SNI 1726:2012 and SNI 1726:2019. The reviewed structure behaviors are base shear force (V), drift (δmax), and story drift (Δ). The study compares the detail of the structural components as well as using SNI 2847:2013 and SNI 2847:2019. The research uses a 10-story building modeling that serves as an apartment building and located in the city of Banda Aceh. Seismic analysis using a spectrum response analysis with Special Moment Resisting Frame (SMRF) structure. The result showed that the peak acceleration (Sa) for the class sites of Medium Land (SD) and Hard Land (SC) were 11% and 26%, respectively, while for Soft Land (SE), there was no increase. The shear force in SNI 1726: 2019 has increased by 19.75% for the X direction and 19.97% for the Y direction. The increase in the shear force is directly proportional to the increase in drift and story drift. In the beam detailing and beam-column connection, there were no significant changes. While in the column detailing, there are additional provisions that cause the transverse reinforcement to be tighter.
Identifikasi Risiko Menggunakan IBPRP dan JSA Berdasarkan PERMEN PUPR NO. 21 Tahun 2019 (Studi Kasus: Pekerjaan Struktur Fondasi Pada Proyek Pembangunan Gedung Layanan Pembelajaran Fakultas ISIP Universitas Jendral Soedirman Purwokerto) Riyan Riski Kurniawan; Adwitya Bhaskara
Jurnal Ilmiah Rekayasa Sipil Vol 18 No 1 (2021): April 2021
Publisher : Pusat Penelitian dan Pengembangan Masyarakat (P3M), Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jirs.v18i1.485

Abstract

ABSTRACT Construction project of building frequently has risk. Often occurring risk often is job accident. Job accident may be one of causes inhibiting project job activity. According to the data of Social Health Organizing Agency for labor, the job accident rate was 130.926 in 2017. Application of a good Construction Safety Management System is expectable to minimize resulting risk probability. This study used method of Danger Identification and Opportunity Risk Assessment (IBPRP) and Job Safety Analysis (JSA) deriving from PURR Government Regulation Number 21/2019. This study aimed at finding IBPRP and JSA designs as well as analogy of problem identification and control variables of foundation job in the Construction Project of Learning Service Building (FISIP) of General Soedirman University of Purworejo. The results of IBPRP and JSA analysis indicated that risk identification and risk rate of foundation job in construction project of Learning Service Building (FISIP) of General Soedirman University of Purwokerto, the foundation job had 48 risks identified from 11 job sequences. All of the 49 identified risks were in low risk rate, where rate value of matrix 2 (two) and 14 risks had rate value of matrix 4 (four). Keywords: Construction Safety Management System (SMKK), risk, risk rate, risk matrix, IBPRP, JSA.
Stabilisasi Tanah Lempung Ekspansif dengan Menggunakan Vermikulit dan Lumpur Bledug Kuwu terhadap Nilai Kuat Tekan Bebas S Syahril; Desy Kumalasari
Jurnal Ilmiah Rekayasa Sipil Vol 18 No 1 (2021): April 2021
Publisher : Pusat Penelitian dan Pengembangan Masyarakat (P3M), Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jirs.v18i1.499

Abstract

Infrastruktur jalan di Indonesia saat ini sering kali dijumpai kondisi perkerasan jalan yang sering rusak. Salah satu penyebab kerusakan adalah kegagalan daya dukung tanah dasar. Daya dukung yang rendah dan potensi pengembangan yang tinggi yang sering terjadi pada tanah ekspansif. Tanah ekspansif adalah tanah yang memiliki kembang susut yang besar. Bila suatu konstruksi dibangun diatas tanah ekspansif maka akan terjadi kerusakan antara lain retakan pada perkerasan jalan. Salah satu cara yang digunakan untuk mengatasi permasalahan tersebut adalah menstabilkan tanah dengan meningkatkan daya dukung tanah asli. Stabilisasi yang digunakan pada penelitian ini berupa penambahan vermikulit dan lumpur bledug kuwu. Sifat vermikulit yang dapat menyerap air dan lumpur Bledug Kuwu yang memiliki bahan penyusun kimia hampir sama dengan fly ash, serta mengandung CaO seperti kapur, maka perlu dilakukan penelitian untuk mengetahui pengaruh penambahan vermikulit dan lumpur Bledug Kuwu terhadap nilai kuat tekan bebas pada tanah lempung ekspansif. Vermikulit yang digunakan sebesar 4% untuk seluruh benda uji, dan variasi dari persentase lumpur Bledug Kuwu sebesar 5%, 10%, 15%. Dari hasil yang didapatkan terjadi kenaikan kuat tekan bebas pada tanah yang telah distabilisasi. Campuran optimum dengan nilai kuat tekan bebas tertinggi dihasilkan dari varian 3 yaitu 4% vermikulit dan 15% lumpur Bledug Kuwu.
Tingkat Pengetahuan dan Kesadaran Berperilaku K3 Mahasiswa Teknik Sipil Universitas Internasional Batam Ade Jaya Saputra; Marvin Tandedi
Jurnal Ilmiah Rekayasa Sipil Vol 18 No 1 (2021): April 2021
Publisher : Pusat Penelitian dan Pengembangan Masyarakat (P3M), Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jirs.v18i1.515

Abstract

Awareness in implementing Occupational Safety and Health (K3) is a factor that affects the number of work accidents. Awareness of K3 behavior as a preventive measure aims to reduce and even eliminate the risk of zero accidents. Such awareness can be started before entering the world of construction work. The purpose of this research is to find out the awareness of K3 behavior in the Civil Engineering study program of Batam International University. The method used in this research is by distributing questionnaires containing statements related to K3 behavior. Respondents to this study numbered 64 students of Civil Engineering UIB. Respondents who filled out questionnaires were divided into two parts, namely students in the first and second years as well as third- and fourth-year students. The results showed the total percentage of all respondents' results reached more than 85% for K3 knowledge and awareness of K3 behavior both students first and second years or as third- and fourth-year students. Universitas Internasional Batam as one of university that nurtures the next labour in construction field has made efforts in reducing the number of occupational accidents by incorporating occupational safety and health education in curriculum and providing training with certification. The demographics of Universitas Internasional Batam students also become one of the factors that most have worked also play a role in understanding students on the importance of Occupational Safety and Health (K3) in the world of work.
Analisa Pengaruh Beban Kendaraan Terhadap Kerusakan dan Umur Rencana Jalan Ahmad refi; Angelalia Roza; Anggun Pratiwi JF; Katrun Nada Salsabila; Andi Mulya Rusli
Jurnal Ilmiah Rekayasa Sipil Vol 18 No 1 (2021): April 2021
Publisher : Pusat Penelitian dan Pengembangan Masyarakat (P3M), Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jirs.v18i1.521

Abstract

The Km-18 of Padang Bypass Road is an Arterial road class III-A. This road is burdened by heavy vehicles which carrying loads that exceed the permitted capacity. This activity can lead to road damage and a reduction in road life. This study aims to analyze the effect of traffic loads that exceed permitted capacity on road conditions, including the remaining life of the pavement and the degree of road damage. The primary data used is data on road damage conditions such as the discharge of road surface grains, potholes, and grooves. Secondary data used is in the form of LHR data for 2017 and 2018, also, the vehicle weight data obtained from P2JN West Sumatra Province. The analytical approach uses the 1993 AASHTO method in the form of a cumulative analysis of the 10-year ESAL plan, by the traffic design for flexible pavement. The result of this study indicates that the Km-18 of Padang Bypass Road has decreased 7.58% of its design life in 2020. The cumulative plan ESAL value is 70,792,016.05 and the cumulative ESAL overloading value is 192,394,000.9. The Truck factor (TF) in normal condition is 0.8176692, but in overloading condition, it is 6.1375255. The road life predicted to be ended in year 4 (in 2024), although it planned to end in 2027.
Evaluasi Kinerja Ruas Jalan Soekarno-Hatta, Kota Dumai Muhammad Idham; Wiwi Safitri
Jurnal Ilmiah Rekayasa Sipil Vol 18 No 1 (2021): April 2021
Publisher : Pusat Penelitian dan Pengembangan Masyarakat (P3M), Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jirs.v18i1.529

Abstract

The creation of a transportation system that ensures the movement of people, vehicles, and or goods smoothly, safely, quickly, cheaply, comfortably, and by the environment is already a development goal in the transportation sector. The target functional level of the road network will be determined by the level of traffic flow through the road network. Based on data from the Central Bureau of Statistics in 2017, Dumai City has national roads with a total length of 72 km, and provincial roads with a total length of 140 km. Every day nearly thousands of vehicles pass through that road. The trip that is carried out can cause quite a lot of displacement at the same time and has the potential to cause high travel generation. This activity certainly can result in jams. As a national road, Jalan Soekarno-Hatta must meet the requirements of comfort and safety so that traffic on this road can run well. Therefore, it is necessary to evaluate the road performance. The purpose of research is to find out the value of the degree of saturation and the value of the level of service on that road. The evaluation on the research by using PKJI 2014. Of the evaluations carried out, it is known that the Soekarno-Hatta road segment will experience congestion on Saturdays and Sundays. The highest peak hour is on Sunday at 14:00-15:00 WIB with a volume of vehicle 2300 vehicles/hour. Soekarno-Hatta's service level on Monday and Tuesday is in class D, while on Saturday and Sunday, the level of road service is in class F. Thus it can be concluded that the performance of the Soekarno-Hatta road section is classified as poor, so that action is needed for the future.
Analisis Tingkat Bahaya Erosi (TBE) pada DAS Riding Kabupaten Bangka Barat Almirza Muhammad Rabbani; Endang Setyawati Hisyam; Ferra Fahriani
Jurnal Ilmiah Rekayasa Sipil Vol 18 No 1 (2021): April 2021
Publisher : Pusat Penelitian dan Pengembangan Masyarakat (P3M), Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jirs.v18i1.533

Abstract

Daerah Aliran Sungai (DAS) Riding terletak di Kabupaten Bangka Barat Provinsi Kepulauan Bangka Belitung. DAS ini merupakan salah satu DAS yang termasuk dalam klasifikasi DAS yang dipulihkan dengan permasalahan umum berupa erosi lahan. Penelitian ini bertujuan untuk mengetahui besarnya erosi tanah dan persebaran Tingkat Bahaya Erosi (TBE) pada daerah penelitian. Pada penelitian ini metode yang digunakan adalah metode USLE. Data yang digunakan dalam penelitian ini adalah data karakteristik lahan, data curah hujan, peta jenis tanah (K), peta kemiringan lereng (LS), peta pengelolaan tanaman (C), dan pengelolaan dan konservasi tanah (P). Berdasarkan hasil analisis didapatkan besarnya tanah yang tererosi pada DAS Riding yaitu sebesar 415105,268 ton/tahun atau 683,740 ton/ha/tahun dengan Kelas Bahaya Erosi masuk dalam kelas V (sangat berat) dengan tingkat bahaya erosi pada DAS Riding yaitu kelas sangat berat dan kelas berat. Kata kunci: DAS Riding, Metode USLE, Tingkat Bahaya Erosi, Arahan
Perbandingan Perencanaan Tebal Perkerasan Jalan Paving Block Metoda Analisa Komponen (MAK) 1987 dengan MAK 2002 Mukhlis MT; Zulfira Mirani; Enita Suardi; Nur Arifin
Jurnal Ilmiah Rekayasa Sipil Vol 18 No 1 (2021): April 2021
Publisher : Pusat Penelitian dan Pengembangan Masyarakat (P3M), Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jirs.v18i1.536

Abstract

Concrete blocks are an alternative surface coating for road construction made of a mixture of cement, filler and water. The road that will be redesigned with pavement thickness is the DR. Moh. Hatta section of Pasar Baru - Gate of Unand Padang. This road has an uphill contour so that conventional roads are unable to withstand the flow of water falling down, causing puddles that can damage the road construction. Pavement thickness planning for paving block roads on Jalan DR. Moh. Hatta Padang uses the 1987 component analysis method and the 2002 component analysis method by entering the road planning parameters: the carrying capacity of the soil is obtained from the CBR value of the subgrade, the traffic load is obtained from the average daily traffic. With a subgrade CBR of 5.25%, 8 cm thick paving blocks with K-300 quality, 100% CBR crushed stone foundation layer, and 70% CBR gravel bottom foundation layer. So from the 1987CAM results obtained a surface layer with a thickness of 8 cm, 10 cm lean concrete, 15 cm top foundation layer, and 10 cm bottom foundation layer. While 2002 CAM obtained a surface layer of 8 cm thick, 10 cm of lean concrete, 10 cm of top foundation layer, and 10 cm of bottom foundation layer.
Pengaruh Penggunaan Abu Daun Bambu sebagai Filler pada Campuran HRS – WC (Hot Rolled Sheet) Woelandari Fathonah; Dwi Esti Intari; Mitha Rahayu Ningrum
Jurnal Ilmiah Rekayasa Sipil Vol 18 No 1 (2021): April 2021
Publisher : Pusat Penelitian dan Pengembangan Masyarakat (P3M), Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jirs.v18i1.537

Abstract

Perkerasan jalan di Indonesia umumnya menggunakan Lataston atau dikenal dengan istilah Hot Rolled Sheet – Wearing Course (HRS – WC) dimana pada campurannya menggunakan aspal, agregat kasar, abu batu, dan bahan pengisi (filler). Pada penelitian ini menggunakan daun bambu sebagai filler,karena tanaman bambu banyak ditemui di Indonesia terutama di Pulau Jawa. Berdasarkan studi literature, daun bambu memiliki kandungan silika yang hampir sama dengan abu sekam padi. Penelitian ini bertujuan untuk menganalisis pengaruh penggunaan abu daun bambu sebagai filler terhadap karakteristik campuran HRS – WC terdiri dari VIM, VMA, Stabilitas, Flow dan Marshall Quotien. Penelitian ini menggunakan variasi kadar abu daun bambu 1%, 2%, dan 3% terhadap berat campuran dengan varias kadar aspal 6%, 6,5%, 7%, 7,5%, dan 8% pembuatan campuran mengacu pada spesifikasi Bina Marga 2018. Berdasarkan hasil penelitian abu daun bambu mempengaruhi nilai Karakteristik Marshall pada benda uji. Hasil penelitian mendapatkan nilai KAO pada persentase kadar abu daun bambu sebesar 2 % dan kadar aspal 7,5% dengan nilai stabilitas sebesar 1941,67 kg, flow 4,23 mm, VIM 5,10 %, VMA 22,57 % dan marshall quotient sebesar 459,00 kg/mm. Hasil penelitian menunjukkan bahwa abu daun bambu berpengaruh terhadap karakteristik marshall sebagai filler.

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