cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Merley Misriani
Contact Email
rekayasa.sipil@yahoo.com
Phone
+6281268422224
Journal Mail Official
rekayasa.sipil@yahoo.com
Editorial Address
Kampus Politeknik Negeri Padang, Limau Manis
Location
Kota padang,
Sumatera barat
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 159 Documents
 6   7   8   9   10 
Analisis Waktu dan Biaya Perbandingan Erection Box Girder Menggunakan Metode Crane dan Launcher Bunga Islami Fortuna; I Ketut Sucita; Rikki Sofyan Rizal
Jurnal Ilmiah Rekayasa Sipil Vol 18 No 2 (2021): Oktober 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.v18i2.627

Abstract

The most important thing in the construction of toll roads, especially elevated toll roads, is the erection girder. The implementation of this erection girder certainly requires a long time and a large cost, so it requires the right work method in its implementation. The construction of the X Section A Toll Road Project is the construction of an elevated toll road where its implementation is limited by time and cost so that it requires the right work method to achieve timely and cost-efficient project completion. The girder used in this project is a box girder with the implementation method using the crane and launcher method. This study aims to analyze the time and cost of comparing the implementation method of erection box girder using cranes and launchers to obtain a more efficient and effective implementation method. This research was conducted through field observations to observe the erection box girder time and collect secondary data regarding the method of implementing erection box girder. The analysis carried out in this study includes time calculation analysis by calculating the average time value of the erection box girder implementation using statistical formulas and cost analysis carried out by referring to the PUPR Ministerial Regulation Number 28/PRT/M/2016 concerning Analysis of Unit Prices for Public Work. Based on the outcomes of the calculation of time and cost analysis, the duration of the erection box girder with the crane method is 70.65 minutes and requires a cost of Rp 23,769,579 and the launcher method takes 48.12 minutes and costs Rp 11,834,500. Thus, it can be seen that the more efficient and effective erection box girder method is the launcher method with a cost difference of Rp 11935,079 and 32% efficiency. when compared to the crane method.
Evaluasi Kinerja Apill dan Geometrik Simpang 3 Sungai Bengkel Kota Bengkalis Nursafika Syafika; Muhammad Idham
Jurnal Ilmiah Rekayasa Sipil Vol 18 No 2 (2021): Oktober 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.v18i2.633

Abstract

Third junction of Sungai Bengkel was a Signalized Intersection which a hasn’t have traffic jam ,which has three approach, are North approach, West approach and East approach. However, the alinyemen for the North approach has problems that make it difficult for vehicles, especially four-wheelers to turn because the effect bottle neck resulting in the slow motion of the vehicle and change of phase time . the problem solving, the evalution of traffic light and intersection geometry were carried out by widening the alinyemen for the North approach and East approaches and doing changes in cycle time. The purpose of evaluating the performance of traffic light and Geometrics at the third intersection of Sungai Bengkel is to determine the value of the degree of saturation and to know the performance of the intersection.At the intersection planning, it refers to the PKJI 2014 for Intersection Performance, while for the Geometrics it refers to Module 4 of the Ministry of Public Works and Public Housing on Geometric Planning of Plane Intersections.Based on the calculation results of the Sungai Bengkel junction performance indicate that, the degree of saturation < 0.85,which is 0.529 for North, 0.537 for East, and 0.570 for West .With the radius is 15 m, and the cycle time of traffic light 50 second, with the delay time as long as 17 second/pcu
Analisis Tingkat Pelayanan Terminal Bandar Laksamana Indragiri Bayu Budi Irawan; Momon Momon
Jurnal Ilmiah Rekayasa Sipil Vol 18 No 2 (2021): Oktober 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.v18i2.634

Abstract

Terminal Bandara Laksamana Indragiri (BLI) merupakan salah satu terminal Tipe B yang berada di Kabupaten Indragiri Hilir. Terminal ini mulai beroperasi pada tahun 2012 namun saat ini belum optimal dalam memberikan pelayanan. Tujuan penelitian ini adalah untuk menilai tingkat kelayakan terminal BLI sehingga mampu memberikan pelayanan yang lebih baik. Hasil penelitian dapat digunakan sebagai pertimbangan dalam peningkatan kinerja terminal. Metode yang digunakan untuk melakukan penilaian adalah analisis Importance Performance Analysis (IPA), SWOT, Load Factor, kelayakan terminal dan kesesuaian Standar Pelayanan Minimal (SPM). Berdasarkan hasil IPA didapatkan rata-rata tingkat kesesuaian pelayanan terminal BLI adalah 58,61%. Analisis SWOT menunjukkan kondisi terminal berada di kuadran 1 dan nilai Load factor 60-100%. Analisis kelayakan terminal menunjukkan bahwa aksesibilitas menjadi permasalahan utama. Untuk Analisis SPM didapatkan hasil bahwa kondisi fasilitas pelayanan memerlukan perbaikan ringan dan perawatan secara berkala.
Pemanfaatan Semen Slag untuk Stabilisasi Tanah dan Pengaruhnya Terhadap Nilai CBR Berdasarkan Variasi Kadar Air Sisi Basah Optimum Enden Mina; Woelandari Fathonah; Rama Indera Kusuma; Naufal Abdurrasyid
Jurnal Ilmiah Rekayasa Sipil Vol 18 No 2 (2021): Oktober 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.v18i2.648

Abstract

Many of the damage in road construction occurred because the soil did not have a good bearing capacity, therefore soil improvement was needed to increase the strength of the soil. One of the damaged roads that occur due to the lack of soil bearing capacity is at Priyayi Mosque Village Road, Kasemen District, Serang City which has a low carrying capacity with a CBR value of 1.99%. In this study, several tests were carried out, soil physical and California Bearing Ratio test. Soil physical tests carried out were water content, soil density, grain size analysis, Atterberg limits, compaction test and, CBR with the addition of slag cement with variations of 0%, 5%, 10%, 15% based on Variation of optimum wet side moisture content. The result of soil physical properties testing obtained the type of soil is an organic clay with high plasticity. The results of the California Bearing Ratio test on the original soil had a CBR value of 2.4% and there was an increase to the optimum at the addition of 15% Slag Cement in 0 and 3 days of curing with a CBR value of 11.2% and 15.25%. Based on these results, it can be concluded that the cement slag content of 15% with 3 days of curing time can increase the bearing capacity of the soil and fulfill the requirements as a good road subgrade
Analisis Penerapan Klausul-Klausul Sistem Manajemen Lingkungan ISO 14001:2015 pada Pekerjaan Konstruksi di Proyek X Imam Mubasyir; Wahyuni Susilowati; Jonathan Saputra
Jurnal Ilmiah Rekayasa Sipil Vol 18 No 2 (2021): Oktober 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.v18i2.658

Abstract

Infrastructure development, according to the Strategic Plan of the Ministry of PUPR 2020-2024, is prioritized to support basic services, economic development, and urban development. The implementation of infrastructure development is strived to increase economic growth. However, non-compliance with quality standards is still a problem in infrastructure development. One of the quality standards that is often overlooked is the environmental management system to ensure environmental quality in construction projects. There is a need for environmental management on a project that runs according to the standards planned and the importance of implementing environmental management in the project. Therefore, a detailed study is needed in identifying and analyzing the implementation of the environmental management system and the constraints on its implementation in construction projects obtained by scientific questionnaire method and observation with contractor employees as internal parties and construction management consultant employees and owners as external parties in a construction project in Jakarta. The data were analyzed by using statistical tests with multiple linear regression, seeing its application in the field, and analyzing supporting documents. The clauses that are considered in the ISO 14001:2015 environmental management system are clauses 4-10. The results of the analysis show that clause 5 is the clause with the highest application effect with a regression coefficient of 0.967. Factors that become obstacles and need special attention in this project are clauses 4, 6, and 10.
Analisis Karakteristik Perjalanan dan Perilaku Pengguna Jalan Terhadap Moda Trans Padang Virtual Gusri Yaldi; Imelda M. Nur; Apwiddhal Apwiddhal
Jurnal Ilmiah Rekayasa Sipil Vol 18 No 2 (2021): Oktober 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.v18i2.664

Abstract

Laju pertumbuhan kendaraan bermotor di Indonesia rata-rata hampir mencapai 7% setiap tahunnya, jauh lebih tinggi dibandingkan persentase pertambahan jalan baru yang hanya sekitar 0.25%. Ketidakseimbangan ini di anggap memperburuk dampak negatif dari sektor transportasi seperti kemacetan pada ruas jalan utama, krisis energi, dan kematian akibat kecelakaan di jalan raya dikarenakan semakin bertambahnya pengguna kendaraan pribadi seperti sepeda motor dan mobil penumpang. Untuk mengantisipasi dampak negatif yang lebih besar lagi, maka laju pertumbuhan kendaraan bermotor perlu di kontrol. Pengguna kendaraan pribadi di dorong untuk beralih ke moda transportasi yang sustainable dan ramah lingkungan, sesuai keinginan pengguna jalan seperti Trans Padang. Penelitian ini bertujuan untuk menganalisis karakteristik perjalanan pengguna jalan dan perilakunya terhadap layanan Trans Padang virtual dengan fasilitas layanan tertentu menggunakan survei Revealed Preference dan Stated Preference. Dari hasil analisis diketahui bahwa 50% responden bekerja pada sektor swasta, dan 33 persen adalah mahasiswa dan pelajar. Mayoritas responden menggunakan kendaraan pribadi untuk melakukan perjalanannya, dimana sepeda motor berkontribusi 75%, dan mobil penumpang 7%. Waktu tempuh rata-rata adalah 19.4 menit. Biaya perjalanan rata-rata adalah Rp.5136. Rasio antara captive dan choice user adalah 81%:19%. Faktor yang dapat medorong pengguna jalan untuk beralih ke layanan Trans Padang adalah kenyaman berupa fasilitas AC dan jumlah kursi pada moda Trans Padang, tarif dan juga waktu tempuhnya. WTP adalah berada pada rentang Rp.1500-Rp.3500, dan ATP rata-rata adalah Rp.2088-Rp.2663 tergantung kategori pengguna Trans Padang. Responden kategori umum memiliki kecenderungan untuk menggunakan layanan Trans Padang virtual yang lebih tinggi dari responden kategori pelajar. Operator layanan Trans Padang dapat mempertimbangkan hasil penelitian ini, dan mensimulasikannya pada Koridor 3 layanan Trans Padang, yang merupakan rencana penelitian berikutnya.
Pemanfaatan Limbah Penambangan Bukit Kapur Untuk Stabilisasi Tanah Lempung ( Clay ) Enita Suardi; Zulfira Mirani; Silvianengsih Silvianengsih; Oni Guspari; Desmon Hamid
Jurnal Ilmiah Rekayasa Sipil Vol 18 No 2 (2021): Oktober 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.v18i2.675

Abstract

Soil stabilization by adding new materials is one of the alternatives to soil repair that can improve the properties of the soil, namely by mixing new materials and soil that is then compacted. Waste left over limestone hill mining,among others in the form of materials with various sizes of granules. This study aims to review the effect of the addition of limestone hill mining waste material on the density and value of the California Bearing Ratio (CBR) of clay soil. Tests conducted only on a laboratory scale with variations in the increase in limestone hill mining waste levels are 0%, 5%, 10%, and 15% to the total weight of the mixture. Laboratory CBR testing is performed under optimum water content conditions. The results showed that the stabilization of soft soils using limestone hill mining waste, can increase the density and value of soil CBR. The most optimal level of use of limestone hill mining waste and which provides the highest CBR value is for the addition of 5%of limestone hill mining waste with a CBR value of 26.5%.
Analisis Sebaran Perjalanan pada Empat Zona dalam Wilayah Administrasi Kota Solok Fidel Miro; Vanda Prananola Mukhtim
Jurnal Ilmiah Rekayasa Sipil Vol 19 No 1 (2022): April 2022
Publisher : Pusat Penelitian dan Pengembangan Masyarakat (P3M), Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jirs.v19i1.673

Abstract

Sebaran perjalanan merupakan jumlah (banyaknya) perjalanan/yang bermula dari suatu zona asal yang menyebar ke zona tujuan atau sebaliknya jumlah (banyaknya) perjalanan/yang datang mengumpul ke suatu zona tujuan yang tadinya berasal dari sejumlah zona asal. Wilayah studi yang dipilih adalah 4 zona yang ada di Kota Solok diantaranya Kelurahan Simpang Rumbio, Kelurahan KTK, Kelurahan Tanjung Paku dan Kelurahan Aro IV Korong. Penelitian menggunakan model pertumbuhan untuk mengetahui perjalanan mendatang pada 4 zona di Kota Solokdengan 5 metode dan dengan melakukan pengulangan atau iterasi hingga hasil pertumbuhan nya berada antara 0,99 dan 1,01. Pada hasil penelitian metode seragam di dapatkan 25045 perjalanan dengan pertumbuhan 1,025, metode rata-rata di dapatkan 24435 perjalanan dengan iterasi I dan pada metode Detroit di dapatkan 24112 perjalanan dengan iterasi I. dari penelitian tersebut metode Detroit menunujukan pertambahan yang normative di bandingkan yang lain sebab menaiknya jumlah perjalanan mendatang.
Perbandingan Karakteristik Campuran Asphalt Concrete-Wearing Course (AC-WC) Menggunakan Aspal PEN 60/70 dan Aspal PG 76 Mukhlis Mukhlis; Lusyana Lusyana; Enita Suardi; Rahmadini Fitri; Dessy Chintya Sagita
Jurnal Ilmiah Rekayasa Sipil Vol 19 No 1 (2022): April 2022
Publisher : Pusat Penelitian dan Pengembangan Masyarakat (P3M), Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jirs.v19i1.701

Abstract

Lapisan AC-WC merupakan lapisan rentan terhadap kerusakan akibat temperatur tinggi dan beban lalu lintas berat. Penggunaan aspal modifikasi seperti aspal PEN 60/70 dicampur dengan aspal PG 76 merupakan salah satu upaya untuk meningkatkan kinerja pelayanan dari perkerasan jalan dengan tujuan untuk menghasilkan campuran dengan stabilitas yang baik pada teperatur yang tinggi dan beban lalu lintas berat. Untuk menganalisa kinerja campuran yang dihasilkan menggunakan aspal modifikasi dilakukan metoda Marshall Immersion. Tujuan dari penelitian ini untuk menganalisa kinerja dari campuran AC-WC menggunakan aspal PEN 60/70, aspal PEN 60/70 yang dicampur dengan aspal PG 76 dan aspal PG 76 terhadap temperature tinggi dan beban lalu lintas berat. Kadar Aspal Optimim pada campuran aspal PEN 60/70 didapat nilai 6,37%, campuran aspal aspal PEN 60/70 dicampur PG 76 didapat nilai 6,5% dan untuk aspal PG 76 didapat nilai 6,6%. Pengujian Marshall Immersion dengan tujuan untuk mengetahui Indeks Kekuatan Sisa (IKS) pada campuran dengan peredaman 30 menit dan 24 jam pada temperatur 60oC untuk mengetahui durabilitas aspal bertahan dari pengaruh temperature dan beban lalu lintas berat.
Pengaruh Hambatan Samping Akibat Aktivitas Pasar Bandarbuat Terhadap Kecepatan Arus Lalu Lintas Fathinatul Atika; Purnawan Purnawan
Jurnal Ilmiah Rekayasa Sipil Vol 19 No 1 (2022): April 2022
Publisher : Pusat Penelitian dan Pengembangan Masyarakat (P3M), Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jirs.v19i1.725

Abstract

The highway is a mode of land transportation that plays a critical role in linking communities. With an increase in the number of people and the number of activities carried out by the local community, a variety of issues occur, causing traffic delays, notably in front of the Bandarbuat market in Padang City. On hall days (Tuesday and Saturday), the crowded Bandarbuat market causes traffic congestion in front of the market. The goal of this study is to evaluate the features of side barriers found in the market region and to assess their impact on vehicle speed. Taking traffic activities using Drones and Handycams allows for the calculation of traffic volume data, side barriers, and speed. Data processing techniques were used to compare barrier-free areas with those with obstacles to estimate the influence of side barriers on speed. According to the study's findings, the most frequent occurrence of side obstacles was 46 percent of all the segments studied is in the Front of the Market Area (Segment III), resulting in a 20 percent decrease in traffic flow speed from segment I to segment II and a 3 percent decrease in traffic flow speed from segment II to segment III. Meanwhile, the speed climbed by 12% from segment III to segment IV. Parking/Stop Vehicle is the side obstacle variable with the greatest influence or correlation on average speed. The average speed is moderately correlated with variables of side drag of Vehicles Exit/Entrance and Vehicles Against the Current. Pedestrians, on the other hand, have the smallest impact on the average speed.

Page 8 of 16 | Total Record : 159

 6   7   8   9   10 

Filter by Year

2017 2025


Reset
Filter By Issues
All Issue Vol 22 No 1 (2025): April 2025 Vol 21 No 2 (2024): Oktober 2024 Vol 21 No 1 (2024): April 2024 Vol 20 No 2 (2023): Oktober 2023 Vol 20 No 1 (2023): April 2023 Vol 19 No 2 (2022): Oktober 2022 Vol 19 No 1 (2022): April 2022 Vol 18 No 2 (2021): Oktober 2021 Vol 18 No 1 (2021): April 2021 Vol 17 No 2 (2020): Oktober 2020 Vol 17 No 1 (2020): April 2020 Vol 16 No 2 (2019): Oktober 2019 Vol 16 No 1 (2019): April 2019 Vol 15 No 2 (2018): Oktober 2018 Vol 15 No 1 (2018): April 2018 Vol 14 No 2 (2017): Oktober 2017 Vol 14 No 1 (2017): April 2017 More Issue