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Bayu Budi Irawan
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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 5 Documents
 1 
Search results for , issue "Vol 5 No 01 (2025): Juni 2025" : 5 Documents clear
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.
Analisa Penyebab Banjir Di Kawasan Nagari Kampuang Galapuang, Kecamatan Ulakan Tapakis (Studi Kasus DAS Ulakan Tapakis STA 0+400 sampai dengan STA 0+800) Leilani, Lily; Arsyad, Nadra; Agramainaldi, Anggi
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.
Investigation for Collapsed Navigation Structures in The Mahakam River Delta by Bathymetry and Sonar Efendi, Aco Wahyudi
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.v5i01.2062

Abstract

This study employed an integrated approach of side-scan sonar imaging and bathymetric surveying to precisely locate and characterize collapsed navigation structures within the dynamic Mahakam River Delta. This crucial waterway faces environmental challenges like strong currents and heavy siltation, threatening navigational aid integrity. Accurate identification of these submerged hazards is vital for safe shipping and future infrastructure development. Our findings demonstrated the effectiveness of combining these hydrographic methods to accurately map the seafloor and detect anomalies indicative of collapsed structures. Visual diving confirmed extremely poor underwater visibility, necessitating remote sensing. High-resolution bathymetric surveys successfully identified distinct riverbed anomalies, notably a collapsed structure at 00°50'13.29" S / 117°18'24.51" E, exhibiting a 1-1.5 meter elevation change at 4.5 meters depth. Acoustic data supported its man-made origin. These critical findings directly informed recommendations for repositioning affected navigation aids to a safer location at 00°50'16.29" S / 117°18'24.59" E, thus providing essential data for maritime safety and infrastructure management in complex riverine ecosystems.
Analisis Penyebab Terjadinya Pekerjaan Repair pada PT. Lubuk Minturun Konstruksi Persada (PT. LMKP) Padang Sari, Kharisma Permata; Arman, Utami Dewi; Desfita, Mediana; Nasmirayanti, Rita
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.v5i01.2066

Abstract

This study aims to determine the factors that cause repair work. To find out the factors that cause the most dominant repair work and to find out how to minimize repair work at PT Lubuk Minturun Konstruksi Persada (PT.LMKP) Padang. The method used is SPSS (Statistical Product and Service Solutions). By circulating a questionnaire of 50 respondents. The results of data analysis concluded that the indicators causing repair work consisted of design and documentation totaling 6 indicators, planning and scheduling totaling 6 indicators, materials and equipment totaling 6 indicators, human resources totaling 6 indicators, leadership and documentation totaling 6 indicators. So the total is 28 indicators of the causes of repair work. The indicator that causes the most dominant repair work is the indicator that has the highest score, namely Design and Scheduling for indicator X2.5 “repair work causes inequality between architectural drawings and structural drawings / not according to drawings” with a total score of 229 and an average of 4.58, the most dominant factor causing repair work at PT Lubuk Minturun Konstruksi Persada (PT LMKP) Padang, Design and Scheduling and finding ways to minimize the occurrence of repair work.
Sebuah Studi Daya Dukung dan Penurunan Tiang Bor Menggunakan PLAXIS 3D Berdasarkan Data N-SPT Pratiwi, Desti Santi; Winoto, Ghozi Warsih
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.v5i01.2071

Abstract

The foundation is essential in construction, as it transfers the building's load to the ground. This study evaluates the axial and lateral bearing capacities and settlement of bored pile foundations using PLAXIS 3D with Mohr-Coulomb and Hardening Soil material models. The results are compared with field tests from the PDA and Static Loading Tests. The Results show that the choice of material model significantly influences bearing capacity and settlement. The highest axial bearing capacity recorded was 7,384.41 kN, and the lateral capacity was 393 kN, achieved with the Mohr-Coulomb model and Linear Elastic pile material. The settlement results from PLAXIS 3D were generally lower than those from the PDA Test, with a deviation of 5–13%. In contrast, the axial bearing capacities from PLAXIS 3D exceeded those from the Static Loading Test by about 1–14%. This study underscores the importance of selecting the appropriate soil constitutive model to ensure that numerical simulations reflect real-world conditions accurately.

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