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Jurnal Penelitian Teknik Sipil Konsolidasi
Published by Universitas Bosowa
ISSN : 29860237     EISSN : 29860229     DOI : https://doi.org/10.56326/jptsk.v2i1
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Materials Science & Nanotechnology
Fokus pada bidang ini antara lain perancangan/pelaksana pembangunan/pemeliharaan prasarana jalan, jembatan, terowongan, gedung, bandar udara, lalu lintas (darat, laut, udara), sistem jaringan kanal, drainase, irigasi, perumahan, gedung, minimalisasi kerugian gempa, perlindungan lingkungan, penyediaan air bersih, survey lokasi, konsep finansial dari proyek, manajemen projek dsb. Semua aspek kehidupan tercangkup dalam muatan ilmu teknik sipil.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 140 Documents
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Studi Penggunaan Batu Gunung Bittuang Kabaputen Tana Toraja Sebagai Bahan Campuran AC-WC Dengan Variasi Perendaman Berulang Sulle, Alfrianto Barangan; Nurdin, Abdul Rahim; Mallawangeng, Tamrin
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 3 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, September 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i3.3701

Abstract

Mountain stone is a rock that contains lime and is often found in highland areas. The need for road infrastructure development in each region, especially in Tana Toraja Regency, is increasingly being developed, therefore the need for materials for development, especially road infrastructure, is increasing. The aim of this research is to determine the properties and characteristics and also analyze the properties and effects of hot asphalt mixture (AC-WC) of Mount Bittuang stone. This research uses Mount Bittuang stone. Briquette making refers to the 2018 General Specifications for Bina Marga. Sample testing is carried out using the Marshall method. The test results show that Mount Bittuang stone can be used as a material in hot asphalt mixtures because the characteristics and testing properties of the asphalt mixture are within the 2018 Bina Marga specification limits and the effect of using Mount Bittuang stone as a substitute for coarse and fine aggregates, on the properties and performance in AC-mixtures. but still within the specifications used with the stability value, namely without immersion 1311.05 depending on the length of immersion with the value, 0 day 1053.13 on the 6th day 1045.53 on the 12th day 1022.59 and on the 18th day 1023.93.
Tinjauan Sistem Drainase di Jalan Perintis Kemerdekaan KM. 10 Depan Pintu 1 Unhas Kecamatan Tamalanrea Latuheru, Alfian Feliks; Yusuf, A. Rumpang; Syahrir, Suryani
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 3 No. 2 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2025
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v3i2.3964

Abstract

In the Tamalanrea sub-district area, when heavy rain fell on Makassar City, there were many locations where roads were flooded with water. As happened in the Perintis area, precisely on Jalan Perintis Independen (in front of door 1 Unhas), there was a puddle of water caused by the drainage channel not functioning optimally because the drainage channel was blocked and also unable to accommodate the high enough water flow. Hydrological analysis carried out Qcapacity calculations using the Manning formula and the results were compared with the requirements Qcapacity > Qplan to determine the capacity capacity of each channel section. The results of the research analysis showed that Qs = 0.529 < Qt = 0.762 for the left side drainage channel and Qs = 0.474 < Qt = 0.698 for the right side drainage channel was proven to be unable to carry the planned discharge so changes in dimensions were made to accommodate the existing discharge.
Alternatif Peningkatan Ruas Jalan Dengan Pendekatan Manajemen Lalu Lintas Jalan Abdullah Daeng Sirua Dan Jalan Adyaksa Baru Pertiwi, Elsa Putri; Nurdin, Abd. Rahim; Yunianti, Nurhadijah
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 3 No. 1 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2025
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v3i1.4122

Abstract

The increasing population in Makassar City each year has led to a rise in the number of motor vehicle drivers. This study aims to analyze intersections and provide solutions. At the T-junction of Jalan Abdullah Daeng Sirua and Jalan Adyaksa Baru, delays arise due to side obstacles, including vehicles entering and exiting from Jalan Inspeksi Kanal, as well as the presence of restaurants, businesses, and service providers along the intersection’s edges. Limited parking spaces cause many vehicles to stop haphazardly. Another cause of congestion at this intersection is the narrow Daeng Sirua Bridge, which creates traffic jams along the stretch of road at the T-junction of Jalan Abdullah Daeng Sirua and Jalan Adyaksa Baru. To address these issues, solutions include road widening, bridge expansion, and reconfiguration of traffic lights at the intersection. The Level of Service (LOS) at the current conditions shows Approach Code A (Jalan Abdullah Daeng Sirua) rated as D, Approach Code B (Jalan Abdullah Daeng Sirua) rated as F, and Approach Code C (Jalan Adyaksa Baru) rated as C.
Analisa Dampak Volume Lalu Lintas dan Estimasi Berat Kendaraan Terhadap Umur Layanan Jalan Utari, Satriani Nur; Nurdin, Abd. Rahim; Mallawangeng, Tamrin
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 3 No. 1 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2025
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v3i1.4181

Abstract

The Pare-Pare – Sidrap road section is a National Road that connects several districts/cities in South Sulawesi Province, such as Enrekang, Tanah Toraja, Wajo and Soppeng Regencies. Apart from that, there are also vehicles that use this road to the provinces of Southeast Sulawesi and Central Sulawesi, so that many two-wheeled and four-wheeled vehicles pass through it, both light and heavy vehicles. Rapid economic growth triggers increasing growth in traffic volumes and vehicles with excessive loads lead to a decrease in road service life. This research aims to analyze the impact of traffic volume and estimated vehicle weight on road service life on the Pare-Pare – Sidrap road section and analyze the type of damage. This research is a cumulative analysis of Equivalent Single Axle Load for 10 years. The results of this research show that the Cumulative Equivalent Single Axle Load overload value is 33,376,700.74, which is greater than the planned Cumulative Equivalent Single Axle Load of 22,391,758.83. So there was a reduction in the plan age of 2.66 years, which should have been 10 years to 7.34 years. The types of damage found on these road sections are potholes, crocodile cracks, longitudinal cracks, grain release, depression, and bleeding.
Studi Pengendalian Banjir Sungai Balang Sikuyu Kabupaten Bantaeng Fadhila, Febrianty; Badrun, Burhanuddin; Yusuf , Rumpang
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 3 No. 2 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2025
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v3i2.4220

Abstract

Flooding is the process of river water overflowing onto land, which can lead to property damage and even loss of life. This study was conducted in Karatuang Village, Bantaeng Regency, aiming to analyze planned flood discharge and flood control for return periods of 2, 5, 10, 25, 50, and 100 years. The analysis used average rainfall data from two rainfall stations: Biangkeke and Pajujukang. Rainfall calculation applied the Log Pearson Type III and Gumbel methods, while frequency distribution suitability was tested with the Chi-Square and Kolmogorov-Smirnov tests. Based on the flood discharge analysis using the Nakayasu Synthetic Unit Hydrograph (HSS) method, results for each return period showed: 2 years at 51.84 m³/s, 5 years at 75.993 m³/s, 10 years at 91.184 m³/s, 25 years at 108.897 m³/s, 50 years at 124.613 m³/s, and 100 years at 138.745 m³/s. For a 2-hour duration, the calculated volume was 220,012 m³, while the check dam’s capacity of 24,750 m³ was insufficient for the 2-year return period. Thus, flood control measures include river normalization by widening and deepening the riverbed to increase capacity.
Analisis Pengendalian Banjir pada Wilayah Kelurahan Takkalasi Kabupaten Barru Ishak, Wanda Mey Fasthika; Yusuf, Andi Rumpang; Cangara, Satriawati
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 3 No. 2 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2025
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v3i2.4222

Abstract

Flooding is the most frequent natural disaster in Indonesia. It is defined as a condition in which a region is submerged by a large volume of water due to high rainfall. Takkalasi Village, through which the Takkalasi River flows, is considered a flood-prone area. Given the recurring floods, a comprehensive study is needed to find solutions. This research was conducted in Barru Regency, specifically in the Takkalasi River, aiming to analyze rainfall intensity and flood discharge for 25, 50, and 100-year return periods, as well as flood control methods. The planned flood discharge was analyzed using the Nakayasu Synthetic Unit Hydrograph (HSS) method, yielding 25-year (Q25) discharge at 77.22 m³/s, 50-year (Q50) at 78.64 m³/s, and 100-year (Q100) at 79.97 m³/s. Analysis showed river overflow at 67.888 m³/s, indicating that when both high tides and continuous rainfall for up to 7 hours occur, flooding affects the Takkalasi area. To mitigate this, the construction of two water gates along the Takkalasi River is necessary to prevent overflow during such events.
Faktor-Faktor Yang Mempengaruhi Adanya Limbah Pada Pekerjaan Konstruksi Pada Pembangunan Mal Pelayanan Publik Gowa Pakondo, Seriyanti Tasin; Abduh, M. Natsir; Yunus, Ahmad Yauri
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 3 No. 1 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2025
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v3i1.4229

Abstract

Construction waste is often considered non-hazardous and not a major environmental concern. However, in reality, it can significantly contribute to environmental degradation, particularly during construction, renovation, and demolition activities. This study aims to identify the factors contributing to waste generation in the construction of the Gowa Public Service Mall. Key factors analyzed include Design, Handling, Workers, Construction Management, Material Waste Management, and Procurement/Purchasing. The study employs a quantitative approach using SPSS for analysis, with a sample size of 30 participants. Based on the percentage analysis, the study found that the design factor (X1) had a mean value of 2.71, handling (X2) scored 2.90, workers (X3) scored 2.57, construction management scored 2.85, material waste management (X5) had the highest mean at 2.98, and procurement (X6) scored 2.67. Among these, material management was identified as the most significant factor contributing to waste in the Gowa Public Service Mall construction, with a mean score of 2.98.
Pengaruh Penggunaan Asbuton LGA B50/30 Terhadap Sifat Campuran Laston AC-WC Faizal, Faizal; Nurdin, Abdul Rahim; Mallawangeng, Tamrin
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 3 No. 1 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2025
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v3i1.4231

Abstract

The use of Asbuton B50/30 in Asphalt Concrete-Wearing Course (laston) mixtures represents an intriguing innovation in road construction. This study aims to evaluate the impact of Asbuton B50/30 on the quality of laston mixtures, focusing on strength, cohesion, thermal stability, viscosity, and the potential for utilizing local resources. The experimental method includes a series of laboratory and field tests to examine various laston compositions with Asbuton B50/30. Results indicate that adding Asbuton B50/30 significantly improves structural strength and material stiffness, as well as cohesion between mix components and thermal stability. However, changes in asphalt viscosity and the implications for local material usage should also be considered, as they can affect costs and resource efficiency. These findings provide valuable insights for infrastructure development, particularly in considering Asbuton B50/30 as an alternative for Asphalt Concrete-Wearing Course mixtures. Utilizing Asbuton B50/30 has the potential not only to enhance road performance and durability but also to support sustainability by maximizing local resources, making it an appealing choice for the road construction industry in the future.
Reduksi Semen Dengan Campuran Fly Ash Dan Kapur Terhadap Kuat Tekan Dan Kuat Tarik Belah Beton Nur, Muhammad Alfian; Setiawan, Arman; Yuniarto, Eka
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 3 No. 1 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2025
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v3i1.4246

Abstract

The use of concrete in construction continues to increase each year, leading to a rise in cement prices as the primary component of concrete. Given this situation, this study aims to reduce cement demand while utilizing waste materials, such as Fly Ash and lime, to partially replace cement. This research examines the effect of partially replacing cement with reduction levels of 5%, 10%, and 15%, substituted with a mixture of Fly Ash and lime in proportions of 75%:25%, 50%:50%, and 25%:75% for each reduction level. The target compressive strength of the normal concrete is 25 MPa. The results indicate that using Fly Ash and lime impacts the compressive and split tensile strength of concrete. At a 5% cement reduction with 75% Fly Ash and 25% lime, the compressive strength increased by 0.74% compared to normal concrete. In split tensile testing, optimal improvement was achieved at a 5% cement reduction with 25% Fly Ash and 75% lime, showing a 1.85% increase compared to normal concrete. This study demonstrates that partially replacing cement with Fly Ash and lime not only reduces cement usage but also enhances concrete performance, making it a promising alternative for sustainable construction.
Pengaruh Manajemen Material Terhadap Produktivitas Kerja Pada Pekerjaan Pembangunan Mall Pelayanan Publik Gowa Ashar, Ahmad; Abduh, M. Natsir; Yuniarto, Eka
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 3 No. 1 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2025
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v3i1.4265

Abstract

Low labor productivity in a construction project can have a negative impact, such as causing project delays so that the project is not completed on time, therefore this study aims to identify factors in material management that affect labor productiveness. The type of research used is a quantitative approach with the survey method and analyzed with the double linear regression analysis operated with the Statical Program for Social Science (SPSS) program. The double lineary regression is used to trace patterns of relationships between bound variables with two or more free variables. Based on the regression model obtained the output value of F sig. 0,000 smaller than 0.05 stated that material delivery, material usage, material storage and Quality Control together (simultaneously) influence the (Y) productivity variable. The factor that has the most dominant influence on the productivity of the project is the Material Delivery Variable (X1) with a significance of 0.001 with a R-square value of 0.428 which means 42.8% of the influence of X1 on Labor Productivity (Y) and the Material Usage Variabel (X2) signifying value of 0,000 with the R-Square of 0.557 which means a large 55.7% of the impact of X2 on Labor Produktivity. (Y).

Page 9 of 14 | Total Record : 140

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