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INDONESIA
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 224 Documents
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Pemanfaatan Batu Sungai Maiting Toraja Utara Pada Campuran Laston AC-BC Dengan Variasi Temperatur Pemadatan Orion Yeheskel Samaa Sarira; Syahrul Sariman; Abdul Rahim Nurdin
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.5116

Abstract

Damage to highways in Indonesia is often caused by the inadequate quality of asphalt compaction, which does not conform to the optimum temperature during on-site construction. Asphalt compaction is highly dependent on temperature to ensure the mix achieves maximum density, which strengthens the durability and service life of the road. This study explores the use of Maiting River stones from North Toraja Regency as materials in asphalt concrete binder course (AC-BC) mixtures, aiming to determine the characteristics and feasibility of the material.The research methods include material sampling, aggregate characteristic testing, mix design planning, specimen preparation, conventional Marshall testing, determining the optimum asphalt content (OAC), compaction temperature variations, and Marshall Immersion testing.The results show that the aggregate characteristics of Maiting River stones from North Toraja Regency indicate that the AC-BC mixture with 60/70 penetration asphalt comprises 58.75% coarse aggregate, 36.99% fine aggregate, and 4.27% filler, resulting in a design asphalt content of 5%. In this study, the optimum asphalt content used was 5.50%, with compaction temperature variations of 150°C, 180°C, and 200°C. The test results show that the optimum compaction temperature for the asphalt mixture (AC-BC) is 150°C, achieving Stability of 1575.89%, Flow of 3.15%, FMA of 15.08%, VIM of 3.12%, VFB of 79.29%, and MQ of 499.94%. These values meet the standards specified in the 2018 Bina Marga specifications.
Penggunaan Vermikulit Dan Kapur Pada Kuat Tekan Bebas Dan Kuat Geser Tanah Lempung Yosrin Adi Saputrah; Syahrul Sariman; A. Rumpang Yusuf
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.5117

Abstract

Clay soil is a soil that has a high potential for shrinkage if there is a change in the soil water content system. Expansive soil has a large shrinkage. Stabilization of clay soil is an important step in geotechnical engineering to improve the physical and mechanical properties of the soil, especially in supporting building structures. This study aims to evaluate the effect of adding vermiculite and lime on the unconfined compressive strength (UCS) and shear strength of clay soil. Vermiculite, as a mineral additive material that has high expansion and cation exchange capacity, combined with lime which is chemically able to improve soil stability and strength through pozzolanic reactions. One method of improving expansive clay soil is by adding vermiculite and lime as soil stabilization materials. In this study, shear strength and compressive strength tests will be carried out on soil samples stabilized with vermiculite and lime. This study used 6% vermiculite and variations of lime at 0%, 5%, 10%, 15% which were then tested using the UCS test and direct shear test. The results of the study showed that the highest shear strength, cohesion, and friction angle values were obtained with the addition of 6% vermiculite and 15% lime, namely 0.9247% for shear strength, 0.4392% for cohesion, and 27.57% for friction angle. Similarly, in the compressive strength test, the highest increase occurred with the addition of 6% vermiculite and 15% lime with a stress value of 1.155%.
Pengaruh Lingkungan Kerja Dan Penerapan K3 Terhadap Rekonstruksi Ruas Jalan Tondon Kondo’ Toraja Utara Yunus Sampe Luna; M. Natsir Abduh; Savitri Prasandi Muliyani
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.5129

Abstract

In the reconstruction project in North Toraja Regency, occupational safety and health have been implemented, but there are some workers who do not comply with occupational safety and health regulations such as not wearing Personal Protective Equipment (helmets, vests, shoes, masks) while working, even though occupational safety and health facilities on this construction project have been available. In this study, we will analyze the variables that are considered important to study, namely Occupational Health and Safety and the work environment. This study uses a quantitative method, namely analyzing with the SPSS Program. From the results of the study, the Occupational Health and Safety Variable (X1) has a partial and simultaneous effect on the employee productivity variable (Y). The results of the T test are TX1 (3.759)> Ttable (2.05183) and the results of the F test are Fcount (12.951)> Ftable (3.34). The work environment variable (X2) has a partial and simultaneous effect on the employee productivity variable (Y) on the Tondon Kondo' Toraja Utara road reconstruction project. The results of the T test were TX1 (5.184) > Ttable (2.05183) and the results of the F test were Fcount (12.951) > Ftable (3.34).
Analisis Kebutuhan Bahan Perkerasan Lentur Pada Proyek Rekonstruksi Jalan Batas Barru - Takkalalla Kabupaten Soppeng Jihan Putri Rahmadani; Abdul Rahim Nurdin; Tamrin Mallawangeng
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.5134

Abstract

Pavement is an important element in road construction consisting of a layer of aggregate and binder, which serves to support traffic loads and protect the soil layer from climate change and great pressure. Based on the type of binder, pavements are divided into flexible, rigid and composite pavements. This research provides an overview of the planning and quality testing of flexible pavement, and aims to analyze the volume requirements and thickness of flexible pavement in road projects using secondary data from PT Mareraya Multipratama Jaya and Bina Marga 2018 (Revision 2) specifications. The main focus is on flexible pavement that uses asphalt as the main binder, with a 6 cm thick LASTON AC-BC layer and 4 cm thick LASTON AC-WC. The method used is observation through secondary data collection, including analysis of pavement thickness as well as the volume of the mixture of aggregates, asphalt, and fillers. The analysis showed that the total volume of AC-BC and AC-WC mixes were 3302.35 tons and 2104.09 tons, respectively, with bitumen volume of 183.28 tons for AC-BC and 127.93 tons for AC-WC. There was a significant difference in core drill thickness between the self-inspection and inspectorate inspection, the inspectorate inspection showed lower density. Factors such as traffic load, asphalt aging, and environmental conditions may influence the difference in results.
Alternatif Perancangan Pondasi Tiang Pancang Jembatan Maros : Jalur Akses Menuju Stasiun Kereta Api Maros II Salsa Purmadani Fatia; Syahrul Sariman; Eka Yuniarto
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.5136

Abstract

This research discusses the alternative design of pile foundations on the Maros Bridge, as an access route to the Maros II Railway Station. In the existing foundation condition used is the bored pile type with a total of 18 piles for each abutment, which has a bearing capacity of 1038.02 kN (abutment 1) and 1400.18 kN (abutment 2) with a diameter of 0.8 m respectively. This alternative pile foundation design considers the comparison of the number, depth, and diameter of the foundation to achieve adequate bearing capacity and determine the shifts that occur using the Displacement Method. Based on the results of the design of the pile foundation design requires 22 piles with a diameter of 0.5 m for each abutment, with a pile foundation depth of 7 m at abutment 1 and 12 m at abutment 2 and with a horizontal shift value (Hi) 968.38, vertical (Vi) 2501.66, and moment (Mi) 3939.02. The bearing capacity of a single pile obtained is 788.3 kN for abutment 1 and 1278.52 kN for abutment 2, so the total bearing capacity that can be borne by the entire foundation in carrying the load of the upper structure has met the required requirements. The configuration of the existing bored pile foundation is 18 piles, while the alternative configuration plan results in a pile configuration of 22 piles with planned dimensions that are able to withstand the loads and forces acting on the bridge even though it requires a larger number of piles compared to the existing bored pile foundation.
Analisis Pengaruh Faktor Usia, Pengalaman, Dan Pendidikan Terhadap Produktivitas Pekerja Proyek Terminal Bandara Sultan Hasanuddin Serina Musa; Natsir Abduh; Savitri Prasandi Mulyani
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.5139

Abstract

Indonesia, as a developing country, continues to carry out infrastructure development, including the expansion of Sultan Hasanuddin Airport's main terminal in Makassar. This research aims to identify the influence of age, experience, and education on worker productivity in the project. Using a quantitative approach, data was collected through direct observation, questionnaires, and interviews with relevant parties. The analysis showed that all three variables have a significant and positive impact on worker productivity. Work experience has the largest effect (0.393), followed by education (0.302) and age (0.270). These findings indicate that workers with higher experience and education tend to have better productivity, while age also contributes but with a smaller impact. This research underscores the importance of effective human resource management in supporting infrastructure development. By improving worker quality through education and experience, companies can achieve optimal results. The findings provide insights for project managers and policymakers in designing human resource
Alternatif Perancangan Pondasi Tiang Pancang Sebagai Pengganti Pondasi Tiang Bor Pada Konstruksi Pile Slab Windi Ismail; Arman Setiawan; Eka Yuniarto
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.5221

Abstract

Pile foundations are widely used in construction, particularly for structures on low-bearing capacity soils or heavy buildings. Driven and bored piles are the most common types. This study explores driven piles as an alternative to bored piles, focusing on foundation strength through bearing capacity comparison. The selected driven pile is a prestressed precast concrete pile, 1 meter in diameter and 14 meters deep. The method involves calculating bearing capacity using the Meyerhoff equation based on N-SPT data, along with analyzing pile reactions and displacement at the supports through displacement analysis. The calculation results show that the carrying capacity of piles with a diameter of 1 m and a depth of 14 m reaches 2861 kN, larger than a drilled pile with a diameter of 0.8 m and a depth of 21 m with a carrying capacity of 1895.1 kN. Based on these results, prestressed spun pile concrete piles were selected with a concrete quality of fc' 50 MPa, a diameter of 1 m, and a total length of 21 m. The selection of this alternative based on the results of the analysis is still within the safe limit so that the foundation is safe to use.
Analisa Investasi Alat Berat Dalam Jangka Waktu 5 Tahun Produktif Di Papua Tengah Kab Mimika Rahel Toding; M. Natsir Abduh; Savitri Prasandi Mulyani
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.5340

Abstract

Mimika Regency, Central Papua is currently facing geographical challenges. Timika's location far from the national distribution center causes limited access to goods and services, including heavy equipment. This condition is exacerbated by high logistics costs, minimal local providers, and underdeveloped transportation infrastructure. One case occurred in the Wandai Jaya company project, which experienced delays due to the unavailability of motor graders for rental. The delay had an impact on the postponement of the work resulting in disruption of the project schedule and the potential for financial losses and the company's reputation. Therefore, a long-term heavy equipment procurement strategy is needed. This study analyzes the feasibility of procuring motor graders through three methods, namely cash purchases, credit purchases, and rentals, using the Benefit Cost Ratio (BCR) approach. The calculation results show that the credit method produces a total cost of IDR 1,838,213,558 with a BCR of 0.01, cash purchases of IDR 1,450,000,000 with a BCR of 0.14, and rentals of IDR 2,925,000,000 with a BCR of 2.4. Based on the analysis, the rental method proved to be the most economically profitable. This finding can be the basis for decision making in heavy equipment procurement to improve project efficiency, especially in areas with logistical challenges such as Timika.
Analisis Pengaruh Manuver Putar Balik Kendaraan Terhadap Kinerja Arus Lalu Lintas Pada Ruas Jalan Sultan Alauddin Willy Elias David Soplantila; Abd Rahim Nurdin; Tamrin Mallawangeng
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.5559

Abstract

This deceleration will affect the traffic flow in the same direction, this turning movement will cause high traffic volume, lower vehicle speeds, and higher density on the road section. The purpose of the study was to determine the performance of U-Turns and the level of road service equipped with U-Turn facilities, measure the average travel time of vehicles doing U-Turns, the speed of vehicles when doing U-Turns and the length of the queue doing U-Turn activities. To achieve these objectives, the PKJI 2023 method was used. From the results of the study, it was obtained that the Performance of the Road Section on Jalan Sultan Alauddin was 2640.25 skr/hour for traffic volume towards Gowa and 2881.50 skr/hour for traffic volume towards Makassar, for capacity with a degree of saturation of 0.77 for the Makassar - Gowa direction and 0.84 for the Gowa - Makassar direction. The conclusion of the research results shows that the Performance of Jalan Sultan Alauddin, Makassar City based on PKJI 2023 is 2465 skr/hour for Opening 1 and 2762 skr/hour for opening 2 and 2475 skr/hour for opening 2 for capacity with a degree of saturation of 0.72 for Opening 1 and 0.81 for Opening 2 and 0.73 for Opening 3.
Analisis Pengaruh Keselamatan Dan Kesehatan Kerja Terhadap Kinerja Pelaksanaan Proyek Instalasi Pengelolaan Air SPAM Maminasata La Ode Muhammad Syawal; Savitri Prasandi Mulyani; Suryani Syahrir
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.5612

Abstract

The construction project development process is generally an activity that contains many elements of danger. This causes the construction industry to have a poor record in terms of occupational safety and health. This study aims to analyze the effect of the implementation of Occupational Safety and Health on project performance and to determine the dominant factors that influence the performance of workers in the 500l/sec capacity IPA construction project for the Maminasata SPAM, South Sulawesi Province, phase 1. This type of research is a quantitative research type with numerical analysis using the SPSS application. The results of this study obtained two variables that influence the performance of project workers, namely the work safety variable (X1) and worker health (X2) and the dominant factor that influences performance is worker health (X2).

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