cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Bayu Budi Irawan
Contact Email
bay.unidha@gmail.com
Phone
+6285263052950
Journal Mail Official
jurnalrivet@gmail.com
Editorial Address
Jl. Sawahan No.103A Padang
Location
Kota padang,
Sumatera barat
INDONESIA
Jurnal Rivet: Riset dan Invensi Teknologi
Published by Universitas Dharma Andalas
ISSN : 2798205X     EISSN : 2798205X     DOI : https://doi.org/10.47233/rivet.v2i01
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Publishing research article that related to Civil Engiineering area. Jurnal Rivet merupakan Jurnal Penelitian dan Kajian Ilmiah yang diterbitkan Program Studi Teknik Sipil Universitas Dharma Andalas yang terbit 2 (dua) kali dalam setahun. Penyunting menerima kiriman naskah hasil kajian dan penelitian untuk bidang : 1. Rekayasa Struktur 2. Rekayasa dan Manajemen Konstruksi 3. Rekayasa Sumber Daya Air 4. Rekayasa Transportasi 5. Rekayasa Geoteknik 6. Rekayasa Lingkungan 7. Kesehatan dan Keselamatan Kerja
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 44 Documents
 1   2   3   4   5 
TINJAUAN RENCANA ANGGARAN BIAYA DAN SPESIFIKASI TEKNIS GEDUNG E UNIVERSITAS ISLAM NEGERI SJECH M. DJAMIL DJAMBEK BUKITTINGGI Rinanda, Rola; Vitri, Gusni; Irawan, Bayu Budi
JURNAL RIVET Vol 3 No 02 (2023): Desember 2023
Publisher : Program Studi Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/rivet.v3i02.1176

Abstract

Perencanaan perhitungan Rencana Anggaran Biaya (RAB), Spesifikasi teknis, Dan Jadwal pelaksanaan PembangunanGedung E Universitas Islam Negeri Sjech M. Djamil DjambekBukittinggi. Proyek ini menggunakan Struktur beton bertulangyang dilakukan dengan metode cor ditempat yang terdiri dariberberapa pekerjaan yaitu: Pekerjaan pendahuluan, pondasi, struktur, arsitektur, dan pekerjaan Mekanikal eletrikalplumbing (MEP) mulai dari lantai 1 sampai lantai dak denganbantuan alat berat.Dalam menghitung waktu dimulai, darikapsitas produksi,durasi dan penyusunan jadwal setiappekerjaan dimana hal ini dilakukan. Untuk perhitungan biayamenggunakan Harga Satuan Pekerjaan (HSP) Kota Bukittinggi tahun 2023, dan Analisa Harga Satuan Pekerjaan(AHSP) 2021. Rencana Anggaran Biaya (RAB), JadwalPelaksanaan, Dan Spesifikasi Teknis Pembangunan Gedung EUniversitas Islam Negeri Sjech M. Djamil DjambekBukittinggi.Berdasarkan hasil analisa diperoleh RencanaAnggaran Biaya (RAB) pada proyek ini sebesar Rp6.553.215.000,00 (Enam Milyar Lima Ratus Lima Puluh TigaJuta Dua Ratus Lima Belas Ribu Rupiah). Dengan waktupelaksanaan pembangunan selama 181 hari kalender
PENILAIAN RISIKO KETERLAMBATAN PROYEK KONSTRUKSI (STUDI KASUS ; GEDUNG DPRD KABUPATEN PASAMAN) Sari, Kharisma Permata; Chairi, Maiyozzi; Trinanda, Asri Yuda; Agrival, Muhammad
JURNAL RIVET Vol 3 No 02 (2023): Desember 2023
Publisher : Program Studi Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/rivet.v3i02.1232

Abstract

Keterlambatan mempengaruhi aktivitas pekerjaan namun merupakan hal yang wajar terjadi selama pekerjaan konstruksi tetapi juga mempengaruhi durasi waktu penyelesaian pekerjaan secara keseluruhan. Penilitian ini bertujuan mengidentifikasi dan menilai risiko keterlambatan pada proyek Gedung DPRD Kabupaten Pasaman dan mengidentifikasi perencanaan risk respon terhadap risiko – risiko kritis yang ditemukan. Metode penilaian risiko menggunakan metode (Failure Mode Effect and Analysis) FMEA. Berdasarkan pengolahan data diperoleh 20 variabel yang termasuk risiko kritis yaitu, kekurangan tenaga kerja (105,98), kekurangan kedisiplinan tenaga kerja (123,12), keterlambatan pengiriman bahan (192,27), ketersediaan bahan terbatas di pasaran (131,17), kelangkaan material yang dibutuhkan (117,09), ketidak tepatan waktu pemesanan bahan dan material (95,94), tanggapan dari lingkungan sekitar proyek (158,6), karakter fisik bangunan sekitar proyek (109,13), kekurangan tempat penyimpanan bahan/material (104,07), kekurangan tempat pembuangan material (86,24), ketersediaan peralatan yang kurang (111,38), kerusakan peralatan (136,85), harga bahan/material yang mahal (137,61), kurang jelasnya design rekayasa perencanaan (117,93), intensitas curah hujan (344,91), cuaca yang berubah-ubah (436,08), faktor sosial budaya (217,03), kerusuhan (144,96), bencana alam (147,39), banyaknya pekerjaan tambahan (168,89)
ANALISIS PROYEK PEMBANGUNAN LABORATORIUM SENTRAL UNIVERSITAS ANDALAS DENGAN METODE CRITICAL PATH METHOD Auzan, Zulfakar; Desfita, Mediana; Nanda, Nanda; Sari, Kharisma Permata
JURNAL RIVET Vol 4 No 01 (2024): Juni 2024
Publisher : Program Studi Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/rivet.v4i01.1613

Abstract

CPM (Critical Path Method) is a method for determining the priority of activities that must receive careful supervision attention so that activities can be completed according to plan. The problem in this study is that there are several jobs that are delayed and must be accelerated. The purpose of this study is to find out the activities that are on the critical path and compare the initial time and cost of the project with the time and cost after using the CPM method. This research method uses a quantitative approach. The results of the discussion in this study indicate that the critical path obtained in the Andalas University Central Laboratory Development Project is in work with the code B - D - E - H - J - L - M - O - Q - R. After getting the work that is on the critical path, the acceleration time calculation is carried out by adding 1 hour of overtime, resulting in an additional cost of Rp 15,894,743, this causes a change in the value of the project cost which was initially Rp. 55,924,829,000 to Rp 55,940,723,743.
ANALISIS KONFLIK LALU LINTAS SIMPANG TAK BERSINYAL (STUDI KASUS: SIMPANG 3 PARAK GADANG, KOTA PADANG) Nemers, Excel; Boy, Wendi
JURNAL RIVET Vol 4 No 02 (2024): Desember 2024
Publisher : Program Studi Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/rivet.v4i02.1588

Abstract

Traffic conflict is a situation where there is potential for accidents or collisions between vehicles, pedestrians, or other road users. An intersection is a location on the road where flows from different directions meet, often leading to traffic conflicts. This research aims to identify conflict points occurring at the Parak Gadang 3-way intersection, analyze the causes of traffic conflicts at that location, and formulate handling strategies to reduce or avoid traffic conflicts at the Parak Gadang 3-way intersection. The study utilizes the Traffic Conflict Technique (TCT) method. The results show there were 239 conflict events, categorized into 3 types: crossing (73.22%), merging (22.17%), and diverging (4.6%). Out of the total 239 conflicts, 17 were classified as serious conflicts, while 222 were non-serious conflicts. Based on time to accident analysis, this intersection is categorized as having non-serious conflicts. Keywords: Unsignalized intersection, Traffic conflict, Accident, TCT.
FORENSIC INVESTIGATION Of THE SAMARINDA IBU dan ANAK HOSPITAL BUILDING: STRUCTURAL SETTLEMENT ANALYSIS Efendi, Aco Wahyudi
JURNAL RIVET Vol 4 No 02 (2024): Desember 2024
Publisher : Program Studi Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/rivet.v4i02.1678

Abstract

In initiatives to enhance the quality of infrastructure, especially with regard to building stability and the avoidance of structural failure, the safety and comfort of visitors has taken center stage. In order to improve infrastructure, older or decaying buildings are frequently reinforced or renovated. This may entail repairing accumulated damage without requiring total demolition. In order to guarantee the structure's dependability and safety, these remodeling initiatives require careful assessment and study. Concerns over apparent settlement of the Ibu dan Anak Hospital building in Samarinda have been brought up, highlighting the significance of assessing structural integrity to guarantee ongoing safety and functionality. The purpose of this study is to conduct a thorough structural audit of the building in order to find any possible hazards and suggest any necessary improvements. The study assessment the building's stability and forecasts future settlement by simulating its behavior under various circumstances, including dynamic and static load scenarios, using sophisticated modeling software such as GEOSLOPE-GEOSTUDIO (Student Version). According to the aforementioned analytical results, there are signs that the hard soil layer is not reached by the pile depth, which causes settlement. Over the course of the following year, the settlement increased from 15.89 cm in the first 178 days to 17.64 cm. The analysis indicates that the settlement will stay at 31.65 cm for the next five years, therefore after 1,780 days, it is deemed stable.
PROSEDUR PENGENDALIAN MUTU STRUKTUR BETON TEKNOLOGI PRECAST PEMBANGUNAN RUMAH SUSUN SUMATERA BARAT Arman, Utami Dewi; Sari, Afrilda; Chairi, Maiyozzi
JURNAL RIVET Vol 4 No 02 (2024): Desember 2024
Publisher : Program Studi Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/rivet.v4i02.1789

Abstract

Dalam pelaksanaan pembangunan konstruksi di Indonesia ditemui banyak kegagalan bangunan dengan salah satu penyebabnya adalah pelaksanaan konstruksi yang tidak sesuai dengan perencanaan mutu pekerjaan konstruksi. Penelitian ini bertujuan untuk merekomendasikan standar prosedur pengendalian mutu pekerjaan struktur beton dengan teknologi precast. Penelitian merupakan penelitian kualitatif dan dilakukan pada proyek pembangunan rumah susun Sumatera Barat. Pengumpulan data dilakukan dengan pengumpulan data dokumen meliputi RKS dan shop drawing, dan wawancara kepada responden terpilih kepada pemilik proyek, kontraktor dan supplier ready mix concrete. Temuan-temuan penelitian menghasilkan rekomendasi standar pengendalian mutu pekerjaan kolom, balok dan pelat dengan teknologi precast secara sistematis
Tinjauan Ulang Dimensi Saluran Drainase Menggunakan Software Storm Water Management Model (Studi kasus : Desa Lubuk Suli Kecamatan Depati VII Kabupaten Kerinci) Honesti, Anisa; Putri, Ade Kurnia; Rahmawati, Devit
JURNAL RIVET Vol 4 No 02 (2024): Desember 2024
Publisher : Program Studi Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/rivet.v4i02.1791

Abstract

This journal contains a review of drainage channels using SWMM software modeling
Pengaruh Penambahan Limbah Baja Ringan (Scrap) Terhadap Kuat Tekan Beton Hidayat, Very Ferdian; Putri, Ade Kurnia; Nasution, Ari Endra
JURNAL RIVET Vol 4 No 02 (2024): Desember 2024
Publisher : Program Studi Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/rivet.v4i02.1795

Abstract

Beton serat adalah Beton yang dalam proses pengadukannya ditambah dengan potongan serat, baik itu serat yang berasal dari alam atau buatan. Penggunaan serat untuk mencegah terjadinya retak–retak sehingga beton menjadi lebih daktail. Selain itu, cara pencampuran maupun pengerjaannya juga mempengaruhi kekuatannya, keawetan serta sifat beton tersebut. Pemakaian beton semakin besar penggunaannya, namun bahan penyusun yang digunakan semakin mahal dan terbatas. Pada penelitian ini bertujuan untuk melakukan uji pada limbah baja ringan dengan persentase 6%, 8%, 10% dan 12% terhadap berat semen sebagai uji campuran beton yang telah ditentukan sebagai penelitian baru apakah dengan penelitian ini terdapat perbedaan hasil akhir dari campuran tersebut. Pengujian dengan cara destruktif digunakan untuk mengetahui kuat tekan pada beton yang dicampur dengan bahan tambah limbah baja ringan. Adapun hasil yang diperoleh dari penelitian ini adalah kuat tekan beton normal yang di capai pada umur 28 hari mencapai 26,81 Mpa. Hasil pengujian kuat tekan beton rata–rata dengan persentase 6% (Scrap) sebesar 20,76 MPa, dengan persentase 8% (Scrap) sebesar 21,14 MPa, dengan persentase 10% (Scrap) sebesar 16,99 MPa dan persentase 12% (Scrap) sebesar 17,17 Mpa. Nilai kuat tekan beton tertinggi yaitu pada penambahan baja ringan dengan presentase 8% kemudian mengalami penurunan pada persentase 10% dan 12%. Bahwa pada penelitian ini penambahan limbah baja ringan (Scrap) pada beton dapat menyebabkan penurunan nilai kuat tekan beton.
Analisa Perbandingan Rencana Mutu Kontrak (RMK) Antara Penyedia Jasa Dengan Standar Pekerjaan Umum Sari, Kharisma Permata; Chairi, Maiyozzi; Desfita, Mediana; Faismon4, Riki Hendra
JURNAL RIVET Vol 4 No 02 (2024): Desember 2024
Publisher : Program Studi Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/rivet.v4i02.1799

Abstract

One way that contractors or service providers do to provide satisfaction to customers or service users, by improving the quality of the services offered. One of the applications is to compare the Contract Quality Plan (RMK) Document implemented by contractors or service providers for the Solok City Hospital Development Advanced Project and the Marahadin Laing Football Field Construction Advanced Project. This research method is quantitative with a comparative method that compares two or more of a variable, situation, event, activity or in the form of similarities and differences in planning and implementation. Based on the evaluation of the completeness of the contents of the Contract Quality Plan (RMK) document, the total percent obtained from the evaluation of the completeness of the contents of the Contract Quality Plan Document (RMK) obtained from the Solok City Hospital Construction Continuation Project was 61.90% and the Marahadin Laing Football Field Construction Continuation Project was 54.76%. This assessment is carried out based on the completeness of the contents of the Contract Quality Plan Document which refers to the Contract Quality Plan Document (RMK) which regulates in the Regulation of the Minister of General Employment Number: 04/PRT/M/2009.
Studi Analisis Dampak Lalu Lintas Akibat Pembangunan Gedung Fase VII Pasar Raya Kota Padang Prices, Afrizal Putra; Momon, Momon
JURNAL RIVET Vol 5 No 01 (2025): Juni 2025
Publisher : Program Studi Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/rivet.v5i01.1920

Abstract

The city of Padang is the capital city of West Sumatra Province which is located on the west coast of the island of Sumatra, in a position between 0°44' and 01°08' South Latitude and between 100°05' and 100°34' East Longitude. The construction of Phase VII Pasar Raya Padang City is located on Jalan M. Yamin, Jalan Sandang Pangan and Jalan Pasar Raya Kampung Jao Village, Padang Barat District. The construction site is in a commercial and office area. The increase in traffic volume due to the development will cause conflict between the amount of traffic generated and the capacity of the roads around Pasar Raya Phase VII, Padang City. This study aims to analyze the impact of traffic around the area due to the development of Pasar Raya Phase VII, Padang City. The analysis carried out includes generation and attraction analysis, analysis of road performance, and analysis of handling traffic impacts on existing traffic conditions, construction and operational periods. The results showed that the performance of the road section in the existing traffic conditions obtained the results of the loading, namely with V/C Ratio ranging from 0.12 to 0.84 with service level A to service level D. Then in traffic conditions during the construction period, namely V/C ratio ranging from 0.16 to 0.88. And finally in operational traffic conditions with V/C ratios ranging from 0.05 to 0.94.

Page 4 of 5 | Total Record : 44

 1   2   3   4   5 

Filter by Year

2021 2025


Reset
Filter By Issues
All Issue Vol 5 No 01 (2025): Juni 2025 Vol 4 No 02 (2024): Desember 2024 Vol 4 No 01 (2024): Juni 2024 Vol 3 No 02 (2023): Desember 2023 Vol 3 No 01 (2023): Juni 2023 Vol 2 No 01 (2022): Juni 2022 Vol 2 No 2 (2022): Desember 2022 Vol 1 No 02 (2021): Desember 2021 Vol 1 No 01 (2021): Juni 2021