cover
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
ISSN : 2798205X     EISSN : 2798205X     DOI : https://doi.org/10.47233/rivet.v2i01
Core Subject : Engineering,
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
Articles 80 Documents
PENILAIAN RISIKO KETERLAMBATAN PROYEK KONSTRUKSI (STUDI KASUS ; GEDUNG DPRD KABUPATEN PASAMAN) Kharisma Permata Sari; Maiyozzi Chairi; Asri Yuda Trinanda; Muhammad Agrival
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

ANALISIS KONFLIK LALU LINTAS SIMPANG TAK BERSINYAL (STUDI KASUS: SIMPANG 3 PARAK GADANG, KOTA PADANG) Excel Nemers; Wendi Boy
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.
ANALISIS PROYEK PEMBANGUNAN LABORATORIUM SENTRAL UNIVERSITAS ANDALAS DENGAN METODE CRITICAL PATH METHOD Zulfakar Auzan; Mediana Desfita; Nanda Nanda; Kharisma Permata Sari
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.
FORENSIC INVESTIGATION Of THE SAMARINDA IBU dan ANAK HOSPITAL BUILDING: STRUCTURAL SETTLEMENT ANALYSIS Aco Wahyudi Efendi
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 Utami Dewi Arman; Afrilda Sari; Maiyozzi Chairi
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) Anisa Honesti; Ade Kurnia Putri; Devit Rahmawati
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 Very Ferdian Hidayat; Ade Kurnia Putri; Ari Endra Nasution
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

Analisa Perbandingan Rencana Mutu Kontrak (RMK) Antara Penyedia Jasa Dengan Standar Pekerjaan Umum Kharisma Permata Sari; Maiyozzi Chairi; Mediana Desfita; Riki Hendra Faismon4
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 Afrizal Putra Prices; 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

Analisa Penyebab Banjir Di Kawasan Nagari Kampuang Galapuang, Kecamatan Ulakan Tapakis (Studi Kasus DAS Ulakan Tapakis STA 0+400 sampai dengan STA 0+800) Lily Leilani; Nadra Arsyad; Anggi Agramainaldi
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.v5i01.1998

Abstract

Dalam menghadapi tantangan banjir yang semakin sering terjadi, penelitian ini mengungkap penyebab banjir di kawasan yang rentan yaitu Nagari Kampuang Galapuang, Kecamatan Ulakan Tapakis, Kabupaten Padang Pariaman. Pendekatan analisis menggunakan Aplikasi Hec-RAS Versi 6.4.1, mengarahkan fokus pada Daerah Aliran Sungai (DAS) sebagai elemen kritis pada permasalahan banjir. Data lapangan yang terkumpul melalui survei dan observasi kemudian diolah melalui aplikasi Hec-RAS, menghasilkan visualisasi ketinggian banjir dalam bentuk 2 dimensi yang menggambarkan rentan potensi banjir. Temuan dalam 400 meter DAS yang diselidiki, teridentifikasi bahwa saluran tersebut kritis dan sangat rentan terhadap banjir. Faktor-faktor seperti pendangkalan dasar sungai dan variasi debit air, diperparah oleh curah hujan yang meningkat, menggambarkan pola peningkatan resiko banjir yang signifikan. Melalui serangkaian simulasi menggunakan aplikasi Hec-RAS, tergambar jelas bagaimana faktor-faktor ini menciptakan potensi yang berbahaya bagi masyarakat di sekitar bantaran sungai. Hasil penelitian ini diharapkan mampu memberikan implikasi mendalam, mendorong para pemangku kepentingan untuk bekerja sama dalam merumuskan solusi berkelanjutan. Data dari penelitian ini dapat digunakan sebagai bahan pengambilan keputusan yang lebih akurat dan penanganan yang proaktif, serta berfokus pada konsep-konsep mitigasi dan adaptasi yang lebih luas.