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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 182 Documents
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Penggunaan Silica Fume Sebagai Pengganti Sebagian Semen Dengan Penambahan Serat Spanduk Plastik (Banner) Terhadap Kuat Tekan Dan Kuat Tarik Belah Beton Rama, Dawita; Syahriman, Syahrul; 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.v4i1.4301

Abstract

Concrete is a material that in general is the public's need for construction infrastructure facilities which is increasing along with the times, therefore choosing concrete as the main raw material for building construction is very important. Several things need to be reviewed when making... There is a lot of waste in the environment around us which can damage the environment around us, such as banner fiber, so we can process this banner fiber as an additional material in making concrete which can be used in the concrete making process. which can increase the compressive strength value of concrete and also save costs in the concrete manufacturing process. This research aims to obtain the effect of banner fiber as an additional material in making concrete accompanied by the addition of 10% silica fume. The mixing method is carried out by replacing cement with 10% silica fume with the addition of 2%, 4%, 65 and 8% banner fiber. The results of this research show that the use of banner fiber affects the compressive and tensile strength of concrete. The maximum values for compressive strength and tensile strength of concrete were obtained using a variation of 2% banner fiber with the addition of 10% silica fume, namely a compressive strength of 25.29 Mpa and a tensile strength of 2.0 Mpa.
Identifikasi Kebisingan Lalu Lintas Pada Jalan Tamalanrea Raya Di Kota Makassar Ramadhan, Rachmat; Abduh, Natsir; Yunianti, Nurhadijah
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.v4i1.4314

Abstract

One form of noise that can affect human health is traffic noise caused by vehicles. The residential area of Bumi Tamalanrea Permai in Makassar is a densely trafficked area, resulting  noise along the streets. This study aims to determine the level of noise and the best mathematical modeling to predict the noise level in the residential area. The type of research used is quantitative method where data analysis and mathematical modeling using multiple linear regression with Statistical Package for the Social Sciences (SPSS) software. In this study, the measurement results of noise have exceeded the threshold in the residential area were found to be 55 (dB). In the measurement at point I, the highest average noise measurement result is 81.89 (dB) while at point II, the highest measurement is 76.77 (dB)). The best mathematical modeling found using the Stepwise method at 5 meters is: Y = 35.925 + 0.018X1, + 0.691X4 + 0.226X3 + 0.030X2, while at 10 meters is: Y = 39.912 + 0.015X1 + 0.531X4 + 0.252X3 + 0.037X2.
Analisis Stabilisasi Tanah Lempung Dengan Menggunakan Ampas Kopi Dan Arang Kayu Terhadap Nilai CBR Anggareksa, Tenri Angka Arya; Yusuf, A. Rumpang; Cangara, Satriawati
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.v4i1.4331

Abstract

Considering that almost all buildings are built on or on the surface of the land, the land must have resistance to the building or the forces that work through the building by stabilizing the quality of the soil. This research aims to analyze the effect of using coffee grounds and wood charcoal on the geotechnical properties of clay soil. The main focus of the research is on changes in the Unsoaked CBR (California Bearing Ratio) value of clay soil due to the addition of coffee grounds and wood charcoal, both of which have binding properties such as coffee grounds which contain organic C (44.87%), N. (1.69%), K(2.49%), Na(0.04%), P(0.18%), pH (5.6) and wood charcoal can improve water and air circulation so that it can bind carbon and reduces soil swelling and shrinkage. The experimental method was used by mixing 10% wood charcoal and variations of coffee grounds 5%, 10% and 15% into clay soil samples. The results of testing the soil characteristics showed that the soil according to AASHTO was clay soil. Meanwhile, according to the USCS classification, this soil is included in the CH category (high plasticity inorganic clay). The results of the research showed that adding 10% Wood Charcoal to the original soil could increase the CBR value by 23.91%, while in the Wood Charcoal variation with the addition of Coffee Grounds by 5%, 10% and 15%, the CBR value decreased by 18.42%. 15.38%, and 9.57%.
Analisis Stabilitas Bendung Kalukku Kabupaten Mamuju Moily, GoldyAwan J.; Badrun, Burhanuddin; Yusuf, Andi 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.v4i1.4361

Abstract

A weir is a water structure with equipment built across a river. Weirs are designed to meet stability requirements, to guarantee the service life of the weir and its ability to raise the water level. Weir stability consists of stability against overturning, stability against soil bearing capacity, stability against shear forces, and eccentricity of loading. The problem formulation is the security value of the stability of the Kalukku Bnedung under normal conditions and river flooding. The aim of this research is an analytical study of the safety value of the Kalukku Dam under normal conditions and river flooding. The research method uses a survei method through literature study, collecting primary data, secondary data, rainfall analysis, and measuring weir stability. The dimensions of the Kalukku weir are 105 meters wide and the overall width of the weir is 111 meters. The research results show that stability against overturning (sf = 4.20 > 1.5) is safe, stability against sliding (sf = 1.99 > 1.50) is safe, the eccentricity of the load that occurs (e = 0.79 m < 4.21 m), the bearing capacity of the soil or the soil stress that occurs (omax = 22.61 tons/m2 > 1.37 t/m2), (omin = 10.28 tons/m2 > 0.63 t/m2). Stability value in flood water conditions, stability against overturning (sf = 3.9 > 1.25) which is safe, stability against sliding (sf = 1.50 > 1.2) which is safe, eccentricity of the load that occurs (e = 0.87 m < 2.10 m), soil bearing capacity or the soil tension that occurs (omax=13.56 tons/m2 > 1.41 t/m2), (omin= 5.61 tons/m2 > 0.59 t/m2).
Perencanaan Daya Tampung Bendungan Budong - Budong Kabupaten Mamuju Tengah Sabri, Mohammad Noer Akbar; Badrun, Burhanuddin; Yusuf , Andi 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.v4i1.4364

Abstract

Dam construction is very necessary for irrigation, raw water supply and flood control, the main requirement for its construction is its stability. If stability is not met, it will trigger dam safety problems such as leaks, seepage, landslides, erosion and cracks. So, it is necessary to plan capacity by measuring the elevation, area and volume of several layers by involving literature studies, determining data requirements, providing administrative requirements, data collection from related agencies, and site surveys as an illustration of field conditions. The data is processed to obtain cumulative volume and presented in a table. Analysis of the water capacity of the Budong- budong dam in Central Mamuju Regency, West Sulawesi Province, is important in planning and managing water resources. The results of this research indicate that the Budong - Budong dam was built with a storage capacity of 57,284,568 m3 at an elevation of 70+. The dam was built using a type of rock fill dam with a clay core, due to the availability of sufficient rock material around the dam location.
Analisis Ketersediaan Dan Kebutuhan Air Baku Kab. Bantaeng : Studi Kasus: Bendungan Karatuang, Kab. Bantaeng, Sulawesi Selatan Yusriyani, Sri; Yusuf , Andi Rumpang; Syahrir, Suryani
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.v4i1.4580

Abstract

Dams are built to hold and accommodate water and function as water catchers and to store them in the rainy season when river water flows in large quantities and exceeds requirements for irrigation, drinking water or industrial purposes. The Karatuang Dam, which is located in Bantaeng Regency, was built in the Calendu river basin, which has problems related to meeting the needs and availability of raw water. Bantaeng Regency often experiences drought during the dry season, which results in the land becoming very dry. So it is necessary to know how much the total raw water demand, water availability and reservoir capacity will be until 2042. It is necessary to research the population using arithmetic and geometric methods to find out how much increase will occur over the next 20 years. So it can be ascertained how large the population will be served until 2042 in Bantaeng Regency. It is necessary to research the annual maximum rainfall using several rainfall stations in this research to help determine adequate water needs. As well as, analyzing the frequency of rainfall using various methods including the gumbel distribution method, normal distribution method, log normal distribution method, Log Pearson Type III distribution method.
Analisis Kuat Tekan Dan Kuat Lentur Beton Akibat Reduksi Semen Dengan Silicafume Dan Penggunaan Pasir Besi Dengan Zat Tambah Superplasticizer Kassa, Aryanto Kadang; 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.v4i1.4623

Abstract

The construction industry is currently facing several challenges, one of which is the increasing use of cement in large quantities which also has a negative impact on the environment. To overcome these challenges, one solution that can be applied is to reduce cement in the concrete mixture. Cement reduction can be done by using pozzolanic materials such as silica fume. In addition to silica fume, the use of iron sand can also be a good alternative to reduce the use of silica sand in the concrete mixture. In this study, a normal concrete compressive strength design of 25 MPa was used with the mixing method carried out by partial replacement of cement by silica fume by 10% accompanied by substitution of sand and iron sand of 10%, 20% and 30% respectively and the addition of 2% superplasticizer. This study shows that the addition of 2% superplasticizer can increase the compressive strength of concrete using iron sand material. The compressive strength of concrete using 10% iron sand is 25.57 MPa, for 20% it is 26.42 Mpa and for 30% it is 27.48 MPa. For flexural strength also experienced an increase of 10% by 4.53 MPa, 20% by 4.80 MPa and 30% by 5.00 MPa. This study shows that partial replacement of cement with silica fume and the use of iron sand to concrete as a whole causes an increase in compressive strength and flexural strength with the addition of 2% superplasticizer for all percentages.
Analisis Perencanaan Waktu Pada Proyek Peningkatan Ruas Jalan Bulo-Bungin Di Kabupaten Enrekang Saputra D, Muh Agung Dewa; Abduh, Natsir; Cangara, Satriawati
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.v4i1.4638

Abstract

This study examines the "Review of Time and Labor Schedule Planning for the Bulo-Bungin Road Improvement Project in Enrekang Regency" which has the aim of knowing the duration of time and how much optimal labor is needed or required in the Bulo-Bungin road improvement project in Enrekang Regency. This research uses quantitative research to analyze data obtained from project sites and related documentation. The analysis method used in this research is Critical Path Method (CPM). Where Critical Path Method (CPM) is used to prioritize project activities or activities. The results showed that using the Critical Path Method to plan the project's time and labor schedule was more effective, because the duration of the work time was 8 days faster than before using the s-curve says it takes 140 days.
Penggunaan Abu Bata Ringan Dengan Penambahan Bentonite Terhadap Kuat Tekan Bebas Dan Kuat Geser Pada Tanah Lempung Lembang, Michael Tangke; Setiawan, Arman; Yunianti, Nurhadijah
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.v4i1.4639

Abstract

Clay soil is a type of basic soil for a structure or construction that has characteristics, namely poor bearing capacity, this makes clay soil a material that is very lacking for construction work, so that improvements are needed by adding additives such as lightweight brick ash and Bentonite to the original soil. This study aims to obtain changes in the value of free compressive strength and shear strength with the addition of lightweight brick ash and Bentonite. With the addition of 10% bentonite, there was an increase of 12.19%, the free compressive strength value of the original soil was 0.812, increasing to 0.911 and the free compressive strength value continued to increase when lightweight brick ash was added with variations of 5%, 10%, 15% and, 20%. According to ASSHTO, the soil is classified as a type of clay soil that is included in group A-7-5, and according to USCS, the soil is included in the OH group "organic clay with moderate to high plasticity". The results of the compaction mechanical properties test increased in the optimum water content and dry volume weight, while the shear strength test obtained an increase in the cohesion value and internal friction angle. The highest cohesion value in the original soil of 10% light brick ash + 20% Bentonite is 0.6143 kg/cm3, and the highest friction angle value in the original soil of 10% light brick ash + 20% is 24.11. Meanwhile, in the compressive strength test, the highest Qu value was found in original soil with 10% light brick ash + 10% Bentonite, namely 1.260.
Analisis Produktivitas Tenaga Kerja Pada Pelaksanaan Pembangunan Rumah Sakit UPT Vertikal Makassar Panggalo, Ivon; Abduh, M. 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.v4i1.4657

Abstract

The factors determining productivity include physical capital, human capital, natural resources, knowledge, and technology. The productivity of labor in the construction work of the UPT Vertical Makassar Hospital is influenced by wage levels, experience, worker skills, worker education, worker age, procurement of materials, and interpersonal relationships among workers. This study was conducted to assess the comparative values of field labor productivity, Indonesian National Standards, Minister of Public Works and Spatial Planning regulations, and the level of productivity in rebar work, formwork, and concrete pouring. The research uses a quantitative method, specifically analyzing the comparison of labor productivity. The study reveals significant differences between field productivity and productivity based on benchmarks. For rebar work, field productivity compared to the Indonesian National Standards is 39.648 times and compared to the Minister of Public Works and Spatial Planning regulations is 79.312 times. For formwork work, the comparison of field productivity with the Indonesian National Standards is 1.172 times, and with the Minister of Public Works and Spatial Planning regulations is also 1.172 times. The same value for formwork work is due to the identical coefficients used in the Indonesian National Standards and Minister of Public Works and Spatial Planning regulations. For column concrete work, the comparison of field productivity with the Indonesian National Standards is 1.409 times, and with the Minister of Public Works and Spatial Planning regulations is 1.007 times.

Page 15 of 19 | Total Record : 182

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