cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Sutia Budi
Contact Email
sutia.budi@universitasbosowa.ac.id
Phone
+628124104220
Journal Mail Official
jurnal.konsolidasi@universitasbosowa.ac.id
Editorial Address
Jl. Urip Sumoharjo Km 4. Makassar, Ruang Program Studi Teknik Sipil Gedung 2, Lt. 6 Universitas Bosowa Email: jurnal.konsolidasi@universitasbosowa.ac.id
Location
Kota makassar,
Sulawesi selatan
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 182 Documents
 15   16   17   18   19 
Alternatif Perancangan Dinding Penahan Tanah Tipe Kantilever Untuk Perbaikan Longsoran Lereng Jalan Ruas Jalan Nasional Ampera – Surumana Sulawesi Tengah Saputri K, Sri Sulka Octavia; Yusuf, A. Rumpang; Yuniarto, Eka
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.v4i1.5041

Abstract

In earthquake-prone areas and on slopes at risk of landslides, appropriate slope reinforcement measures are essential. On the Ampera-Surumana road in Central Sulawesi, a landslide of 4.45 meters occurred on a slope opposite a river bend. This landslide was caused by river water seepage, load distribution, and seismic activity that damaged the existing stone masonry retaining wall. This study proposes a cantilever retaining wall as an alternative solution to address the landslide. Slope stability analysis was conducted using GEO5 software and the manual Bishop method. Before loading, the existing slope was safe, with a factor of safety (FS) of 2.29 (unsaturated) and 1.95 (saturated) according to GEO5, and 2.30 (unsaturated) and 1.95 (saturated) per Bishop method. However, after loading, the FS decreased to 1.22 (unsaturated) and 1.10 (saturated) based on GEO5 analysis, and 1.23 (unsaturated) and 1.10 (saturated) according to Bishop method. The analysis indicated a need for soil reinforcement. The stability analysis of the reinforced cantilever retaining wall showed significant increases in FS, with values of 2.59 for overturning, 2.48 for sliding, and 3.38 for bearing capacity using GEO5, and 3.07 for overturning, 2.29 for sliding, and 3.28 for bearing capacity from manual calculations, confirming the effectiveness of the cantilever design in improving slope stability according to SNI 8460:2017.
Pemilihan Konstruksi Penaggulangan Longsoran Atas Pada Ruas Jalan Poros Palopo - Bastem - Toraja Desa Bonglo, Kecamatan Bastem Utara Angela, Citra; Sariman, Syahrul; Yuniarto, Eka
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.v4i1.5042

Abstract

The Palopo-Bastem-Toraja axis road that crosses mountainous and valley areas in North Bastem Sub-district has sandy loam soil conditions that tend to be unstable and prone to landslides. Field observations show that there are eight landslide-prone points along the Latuppa-Bastem road section, with a major landslide occurring in Bonglo Village on February 26, 2024. This landslide was triggered by high rainfall intensity, lack of road safety structures, and caused material losses and casualties. This research aims to analyze the physical properties of the soil at the landslide site as a basis for retaining wall planning. Soil testing in the laboratory showed the soil at location 1 point 1 clay mixed with sand (0 - 1 meter), point 2 silt mixed with gravel (2 - 10 meters), and at location 2 point 1 clay mixed with sand (0 - 3 meters), point 2 silt mixed with gravel (3 - 10 meters). Slope stability analysis using Bishop's method indicates a safety factor of 0.98 < 1.05, indicating the condition of the slope is unsafe. The retaining wall chosen in this research is the Cantilever Wall, after designing the dimensions of the retaining wall, by controlling the safety of overturning, shearing and bearing capacity. From the design results, the rolling FK is 4.487, the sliding FK is 2.812, and the bearing capacity is 3.089, which shows the safety figures required in the SNI geotechnical design requirements
Studi Penerapan Manajemen Konstruksi Pada Proyek Pembangunan Jalan Akses Tol Makassar New Port Pratiwi, Suciati; Abduh, M. Natsir; Yunus, Ahmad Yauri
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.v4i1.5062

Abstract

Construction management encompasses managing the planning, organizing, implementing, and supervising phases of a project to achieve optimal results in terms of time, cost, and quality. In the Makassar New Port Toll Access Road construction project, several challenges were identified, including mismatches between rebar connections and working drawings, delays in material deliveries, and concrete slump values that did not meet specifications. This study aims to determine the variables influencing the effective implementation of construction management in this project. Data were gathered using questionnaires distributed to 36 respondents and analyzed for validity and reliability with the Statistical Product and Service Solution program. The Relative Importance Index method was utilized to assess the impact of each variable. The findings revealed that supervision was the most influential variable, achieving the highest Relative Importance Index value of 0.97. This underscores the critical role of supervision in managing project activities, preventing deviations, and reducing the risk of construction failures
Karakteristik Campuran Aspal HRS-WC Dengan Menggunakan Agregat Batu Gunung Kandora Dengan Variasi Agregat Halus Di Kabupaten Tana Toraja Mangontan, Michael; Sariman, Syahrul; Nurdin, Abdul Rahim
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.v4i1.5063

Abstract

Hot Rolled Sheet (HRS) is one type of hot asphalt mixture consisting of a mixture of fine aggregate, coarse aggregate, filler, and asphalt. The results of the kandora mountain stone aggregate wear test are 26.78%, the combined specific gravity is 2.59. The design of the HRS-WC mixture uses graphical and analytical methods to obtain the aggregate composition of the HRS-WC asphalt mixture that meets the specifications, so that the optimum plan asphalt content (Pb) is 6.5%. 7%, 7.5%, 8%, 8.5% with KAO value of 7%. The number of test specimens was 30 samples using asphalt penetration 60-70. The results of conventional marshall testing research with Pb 7.5% are density 2.30, VIM 3.29%, VMA 17.53%, FVB 81.22%, stability 880.96 kg, flow 2.93, and marshall Quotient 302.60. Testing fine aggregate variation with KAO using 20% sand mixture obtained density 2.27, VIM 4.85%, VMA 18.41%, FVB 73.66%, stability 653.88kg, flow 3. 37, and marshall quotient 195.69, 50% sand mixture obtained density results 2.27, VIM 4.85%, VMA 18.41%, FVB 73.66%, stability 653.88kg, flow 3.37, and marshall quotient 195.69 The remaining marshall strength index test was obtained at 91.01%.  Based on the results of aggregate characteristics testing and Marshall testing, the Kandora Kandora Mountain stone meets the 2018 Bina Marga specifications for HRS-WCHot Rolled Sheet (HRS) mixtures are one type of hot asphalt mixture consisting of a mixture of fine aggregate, coarse aggregate, filler, and asphalt.
Pengaruh Penggunaan Abu Cangkang Telur Sebagai Pengganti Sebagian Filler Terhadap Sifat Campuran Aspal Beton (AC-WC) Dengan Perendaman Berulang Parenrengi, Hurul Ainun; Nurdin, Abdul Rahim; Mallawangeng, Tamrin
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.v4i1.5067

Abstract

Asphalt Concrete – Wearing Course is a layer designed to withstand traffic loads and protect the underlying layers from damage caused by environmental factors such as water and temperature. This research aims to analyze the effect of partial replacement of eggshell ash filler on the properties of AC-WC mixtures with soaking variations. This study used 0%, 20%, 40%, 60%, 80%, and 100% eggshell ash. The sample preparation consisted of no soaking, 3 days of soaking, and  9 days of soaking (the sample is soaked for 24 hours then removed and allowed to stand at room temperature for 24 hours; this is repeated 3 times and 9 times). The tested things were stability, flow, VMA, VFB, VIM, content weight, and 200-pass ratio. The sample testing used the Marshall tool. The test results showed that the best variation was 60% eggshell: 40% cement with 3 days of soaking.
Tinjauan Waktu Pelaksanaan Pekerjaan Renovasi Gedung Rawat Inap RS Wahidin Sudirohusodo Makassar Fadli, Dwi; Abduh, Muh. Natsir; Mulyani, Savitri Prasandi
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.v4i1.5068

Abstract

Construction projects are often faced with challenges in terms of managing time, costs and quality. This research discusses "A review of the time for the renovation work of the Wahidin Sudirohusodo Hospital Makassar Inpatient Building" which aims to identify activities that are on the critical path and the time duration used for the project. This research uses a type of quantitative research where the data used includes time schedule (Kuva S) and other project data. The method used in this research is the Critical Path Method (CPM). The CPM method can identify the critical path and provide a logical picture of the sequence of work and time required for each activity on the project. The research results show that by using the CPM method in the inpatient building renovation project at Wahidin Sudirohusodo Makassar Hospital, it is known that the critical path is in activities that have a total float value of 0 (zero). Based on calculations, the project's scheduled duration is 161 days, but after being analyzed using the CPM method, the project can be completed in 154 days. Thus, it can be seen after analyzing using the CPM method that the time comparison with the previously scheduled project duration is 7 days.
Pengaruh Penambahan Trass Dan Abu Kayu Bakar Terhadap Pengujian CBR Dan Permeabilitas Tanah Lempung Alfarizi, Andi Azhari; Setiawan, Arman; Yuniarto, Eka
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.v4i1.5095

Abstract

Development in Indonesia continues to develop along with advances in technology, many types of soil have been discovered to improve the quality of clay soil, which is often done through various stabilization techniques. One method that has attracted attention is the addition of Trass and Firewood Ash. Trass, which is a volcanic-based additive, has pozzolanic properties which can improve its carrying capacity, firewood ash as a by-product of wood burning waste. The aim of this research is to find out how much influence the addition of trass and firewood ash has on clay soil. In this research, CBR and Permeability testing was carried out with substitution of 10% trass at variations of 10%, 15% and 20%. And add firewood ash as much as 5%, 10%, 15% and 20%. The CBR and Permeability values have increased successively. The CBR value of the original soil was 13.03%, the soil with a mixture of 5% firewood ash and 10% firewood ash had CBR values of 21.85 and 22.16, while the CBR value with a mixture of trass and firewood ash was 32.96%, 42.67 % and 53.32%. Meanwhile, the permeability value for the original soil is 0.0039%, for soil with variations of 5% firewood ash and 10% firewood ash the permeability value is 0.0048cm/m3 and 0.0057cm/m3, while the permeability value with a mixture of trass and firewood ash is 0 .0066cm/m3, 0.0078cm/m3 and 0.0086cm/m3
Analisis Ketebalan Dan Kepadatan Aspal Terhadap Hasil Core Drill Pada Pekerjaan Lapis Permukaan AC-WC (Asphalt Concrete – Wearing Course) Suhardi, Nurul Insani; Nurdin, Abdul Rahim; Mallawangeng, Tamrin
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.v4i1.5104

Abstract

The design of asphalt mixtures in Indonesia generally employs the conventional Marshall method, with a compaction of 2x75 blows for heavy traffic and an air void limit of 3%-5%. To assess field compaction, a Core Drill Test is performed using a heavy Tandem Roller, with 18 passes conducted in this study. The research aims to compare the density of the AC-WC surface layer used in the laboratory and in the field, as well as to analyze the thickness and density test results of the AC-WC surface layer according to specifications. The test results showed a slight difference between field density (2.25 g/cc) and laboratory density (2.27 g/cc), with a difference of 0.02 g/cc, which is considered nearly equivalent. However, this density variation should be noted as it can affect the load-bearing capacity and durability of the pavement layer. From STA 2+800 to 3+000, all samples' thickness and density met the specifications. Although this difference does not align with the asphalt mixture design (JMF), it falls within the tolerances specified in the 2018 Revision 2 Bina Marga standards, indicating that the differences in thickness and density are still acceptable.
Pemanfaatan Batu Sungai Maiting Toraja Utara Pada Campuran Laston AC-BC Dengan Variasi Temperatur Pemadatan Sarira, Orion Yeheskel Samaa; Sariman, Syahrul; Nurdin, Abdul Rahim
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 Saputrah, Yosrin Adi; Sariman, Syahrul; Yusuf, A. Rumpang
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%.

Page 17 of 19 | Total Record : 182

 15   16   17   18   19 

Filter by Year

2023 2026


Reset
Filter By Issues
All Issue Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026 Vol. 3 No. 3 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, September 2025 Vol. 3 No. 2 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2025 Vol. 3 No. 1 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2025 Vol. 2 No. 3 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, September 2024 Vol. 2 No. 2 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2024 Vol. 2 No. 1 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2024 Vol. 1 No. 3 (2023): Jurnal Penelitian Teknik Sipil Konsolidasi, September 2023 Vol. 1 No. 2 (2023): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2023 Vol. 1 No. 1 (2023): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2023