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Program Studi Teknik Sipil Fakultas Teknik UNIVERSITAS KRISTEN INDONESIA PAULUS GEDUNG H KAMPUS UKI-Paulus Makassar Jl. Perintis Kemerdekaan K.M. 13, Daya Kota Makassar, Provinsi Sulawesi Selatan 90245
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Paulus Civil Engineering Journal
Published by Universitas Kristen Indonesia Paulus
ISSN : 27758613     EISSN : 27754529     DOI : https://doi.org/10.52722/pcej
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Transportation
Paulus Civil Engineering Journal (PCEJ) is a civil engineering scientific journal publishes every four months, March, June, September, and December. The first volume of PCEJ was published in 2019 with the mission of being a pioneer in publishing information media on the development of Civil Engineering research in Indonesia. As a national media, PCEJ can accommodate the need for media to disseminate the latest information and developments for researchers and Civil Engineering practitioners in Indonesia. Journal published by the Civil Engineering Study Program, Faculty of Engineering, Universitas Kristen Indonesia Paulus in the Online Journal System (OJS). The scope of the Journal includes the following areas: Structure Water resources Transportation, Environmental Engineering, Construction Engineering Management Geotechnics as well as other fields of science related to these fields.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 721 Documents
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Kinerja Simpang Bersinyal BTP – Perintis Kemerdekaan – Lingkar Barat Kota Makassar Imanuel Egi Kabangnga; Rais Rachman; Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 5 No 1 (2023): Paulus Civil Engineering Journal, Volume 5, No.1
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i1.593

Abstract

At the intersection of BTP – Perintis Kemerdekaan – West Ring has experienced a long queue of vehicles, especially the Perintis Kemerdekaan road, from the south to the north of the vehicle queue to door 2 of UNHAS while from the opposite direction the queue of vehicles occurs until the Regional Library and Archives Office of South Sulawesi Province. Vehicle queues occur during peak hours. This study aims to determine the saturated current, capacity, and degree of saturation of the BTP – Pioneer of Independence – West Ring interchange at the peak hour of morning or evening existing conditions, as well as the relationship between capacity to the degree of saturation at the BTP – Pioneer of Independence – West Ring interchange. To calculate traffic flow, vehicles divided into 4 namely Light Vehicles, Medium Vehicles, Motorcycles, and Non-Motorized Vehicles are not considered part of the traffic flow but side obstacles. The method used in this study is in accordance with PKJI 2014. From the data and results of research conducted manually on the performance of the interchange that brings together BTP, Jalan Perintis Kemerdekaan and Jalan Lingkar Barat, it was found that the degree of saturation of intersection performance is included in category C. According to the Indonesian Road Capacity Guidelines, the results of this study can be said that the condition of the interchange traffic flow that brings together BTP, Independence Pioneer Road and West Ring Road The current is stable but the speed and motion of vehicles Controlled.
Pengaruh Abu Cangkang Kelapa Sawit Sebagi Substitusi Semen dan Agregat Sungai Pada Beton Elia Kelin; Junus Mara; Desi Sandy
Paulus Civil Engineering Journal Vol 5 No 1 (2023): Paulus Civil Engineering Journal, Volume 5, No.1
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i1.594

Abstract

Solid waste from palm oil, namely the shell, can be used as industrial fuel and the rest of the combustion contains a lot of silica. The boiler ash produced from burning palm shells contains 61% silica. Ash from palm shell boilers is made by burning shells at temperatures between 300 and 500 °C. The purpose of this study was to determine the effect of using palm shell ash as a substitute for part of cement and river aggregates that is optimal on the strength of concrete. Jeneberang River as a place for coarse and fine aggregate retrieval carried out in this study. The results showed that the use of palm shell ash as a substitution of cement and river aggregates at variation 9& met the compressive strength value of plan concrete, while variations of 11% and 13% did not meet the compressive strength of plan concrete. At a variation of 0% to 13% the value of the tensile strength of concrete and bending strength decreases. The relationship of compressive strength with split pull in each variation meets the conditions where it ranges from 7% to 11% while compressive strength with bending strength is obtained the value of the coefficient x is getting smaller.
Studi Eksperimental Penggunaan Abu Ampas Tebu dan Limbah Karbit sebagai Material Subtitusi Semen pada Campuran Beton Adam Creflo Rombe; Frans Phengkarsa; Lisa Febriani
Paulus Civil Engineering Journal Vol 5 No 1 (2023): Paulus Civil Engineering Journal, Volume 5, No.1
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i1.595

Abstract

Research on construction technology continues to be developed with the aim of utilizing carbide waste and bagasse ash as a substitute for cement in the manufacture of normal quality concrete. The purpose of this study was to determine the value of testing the compressive strength, split tensile strength and flexural strength with substitute materials from carbide waste and sugarcane ash 0%, 4%, 8% and 12%. The American concrete method was used in the manufacture of test objects. institute (ACI). The test is carried out when the concrete has passed the maintenance period of 7, 21 and 21 days. From the results of this study, the compressive strength values ​​of concrete at 28 days of age with variations of 10% carbide waste and 0%, 4%, 8% and 12% bagasse ash were 26.044 MPa, 16.042 MPa, 14.626 MPa and 14.248. The split tensile strength test results with 10% waste and 0%, 4%, 8% and 12% bagasse ash were 2.288 MPa, 1.77 MPa, 1.533 MPa and 1.486 MPa. The results of the flexural strength test with a variation of waste 10% and bagasse ash 0%, 4%, 8% and 12% were 3.030 MPa, 2.568, 2.414 and 2.362. The results of this study indicate that the higher the addition of carbide waste and bagasse ash, the lower the compressive strength, split tensile strength and flexural tensile strength of concrete.
Analisis Waktu Tempuh Perjalanan Penduduk Pada Yayasan Perumahan Pegawai Kantor Gubernur Charles Kamba; Rais Rachman; Mendi Erina
Paulus Civil Engineering Journal Vol 5 No 1 (2023): Paulus Civil Engineering Journal, Volume 5, No.1
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i1.596

Abstract

The rapid development of Makassar City increases the needs of the community. Makassar City has developed into a metropolitan city which has an area of ​​175.77 km2 with a population of 1,427,630 million people (BPS, 2022). As the capital of South Sulawesi Province, Makassar City has quite high transportation activities. The increase in the number of private vehicles causes several transportation problems such as congestion, longer travel times, delays and queues (Saputra, 2021). This study aims to determine the characteristics of the population and determine the variables that affect travel time and to model the travel time of residents at the Governor's Office Employee Housing Foundation. the survey in this study was carried out by distributing questionnaires to residents in housing. data analysis in this study using the method of correlation test and multiple linear regression. The results of this study can be seen that the factor that affects travel time is distance (X7). The travel time equation model for the population obtained is Y 0.578 + 0.181X6 + 0.526X7, the coefficient of determination (R2) is 39.1% and the correlation coefficient (R) is 62.5%
Penggunaan Blast Slag Nickel Sebagai Pengganti Agregat Kasar Pada Beton Geopolimer Mega Paembonan; Frans Phengkarsa; Suryanti Rapang Tonapa
Paulus Civil Engineering Journal Vol 5 No 1 (2023): Paulus Civil Engineering Journal, Volume 5, No.1
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i1.597

Abstract

Geopolymer concrete is concrete that uses polymeric materials as a binder between aggregates. One of the polymer materials is fly ash. Blast slag nickel is waste from industrial plants that produce nickel. In the concrete compressive strength test, the highest test value was obtained at the age of 28 days for the 17,5% variation, which was 33,498 Mpa, for the 15% variation, it was 32,272 Mpa, and for the 0% variation, it was 31,045 Mpa. The split tensile strength test of concrete obtained the highest test value obtained at the 1,.5% variation of 2,972 Mpa, the 15% variation of 2,760 Mpa, and the 0% variation of 2,619 Mpa. Testing the elastic modulus of concrete obtained the highest modulus of elasticity obtained at 17,5% variation of 37287,135 Mpa, 15% variation of 35900,552 Mpa, and 0% variation of 32113,473 Mpa The use of nickel blast slag as a substitute for coarse aggregate and the use of fly ash on geopolymer concrete paste affects the values ​​of compressive strength, split tensile strength, and modulus of elasticity of concrete. Where the more variations of fly ash used, the resulting value of compressive strength, split tensile strength, and modulus of elasticity of concrete increases.
Pemanfaatan Calcium Carbide dan Bottom Ash sebagai Bahan Subtitusi pada Beton Ermita Datu Puang; Frans Phengkarsa; Lisa Febriani
Paulus Civil Engineering Journal Vol 5 No 1 (2023): Paulus Civil Engineering Journal, Volume 5, No.1
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i1.604

Abstract

The purpose of this research is to find out how to use calcium carbide and bottom ash as substitution materials in concrete. Where calcium carbide is a colorless chemical compound with the chemical formula (CaC2), and the calcium carbide that is often used is generally gray or brown in color. while bottom ash is bottom ash that is released under the combustion furnace from the remaining coal combustion. The percentage of using 10% calcium carbide as a substitute for cement and bottom ash as a substitute for fine aggregate is 25%, 30% and 35%. In this study, a cylindrical specimen was used with a diameter of 15 cm and a height of 30 cm, and a block with a size of 15 cm × 15 cm × 60 cm. The method used in this study is the ACI (American Concrete Institute) method with a planned concrete quality of 30 MPa. The compressive strength test results at 28 days obtained results at variations of 25%, 30% and 35%, namely 30,951 MPa, 31,328 MPa, and 32,838 MPa. The split tensile strength test results at variations of 25%, 30% and 35% were 2.878 MPa, 2.972 MPa and 3.161 MPa. The results of the flexural strength test at variations of 25%, 30% and 35% are 3,338 MPa, 3,390 MPa, 3,441 MPa. The test results show that the use of calcium carbide and bottom ash substitution complies with the 30 MPa quality plan.
Pemanfaatan Batu Sungai Matang Kabupaten Enrekang pada Laston Lapis Antara Skolastiko Patinggi; Alpius; Olan Jujun Sanggaria
Paulus Civil Engineering Journal Vol 5 No 1 (2023): Paulus Civil Engineering Journal, Volume 5, No.1
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i1.606

Abstract

In the develompment of road construction and repair, it is necessary to aptimize it to support the welfare of the community, especially in Enrekang Regency which has the potential for producing materials in the form of aggregate or Matang River stone which according to him has never been used for road pavement. This study aims to determine the characteristics of the Matang River aggregate, ehat is the proportion of the AC-BC micture after carrying out the Conventional Marshall test and ehat are the result of the remaining Marshall Stbility (SMS) on the AC-BC mixture. The result of the study, the characteristics origanating from the Matang River have met the 2018 Bina Marga Spesification. According to the design of the AC-BC mixture, the coarse aggregate is 42.45%, the fine aggregate is 45.18%, the filler is 5.36% with an aptimum asphalt content of 7,00%. The Marshall immersion Stability value on the AC-BC mixture using Matang River aggregate meets the 2018 Highways Spesifications Division 6, which is 93.31% > 90%.
Analisis Kerusakan Jalan Kecamatan Buntao Kabupaten Toraja Utara Hendri Pasongli; Robert Mangontan; Wona Grace Boro
Paulus Civil Engineering Journal Vol 5 No 1 (2023): Paulus Civil Engineering Journal, Volume 5, No.1
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i1.607

Abstract

The road is the most important transportation facility for the community because it greatly influences their daily activities and activities. Roads are transportation infrastructure capable of providing supporting services in the fields of education, trade, employment and others. Damaged roads are caused by several types of causes, namely vehicles carrying too many goods or excessive loads can cause various problems and the resulting damage is very detrimental to road users. The method used is the Pavement Condition Index (PCI) method with 20 segments and a length of 100 m/segment. Pavement Condition Index (PCI) is a method that gives a rating on the level of road damage from 0 to failed roads and 100 to very good conditions. Based on the calculations, the damage was obtained by means of the Pavement Condition Index method of the many road damages. Severe damage was obtained, namely very poor which had a value of 15 and damage that did not have excellent damage with a value of 100. From the research it was found that the damage was quite severe so that the solution to some of the damage had to be repaired for each type of damage level, from observing the value of the PCI method, then the reconstruction of the handle that is needed is with patches and added layers.
Penerapan Manajemen Waktu Pada Pembangunan Basement Proyek 31 Sudirman Suites Makassar Intan Tangdan; Meti; Josefine Ernestine Latupeirissa
Paulus Civil Engineering Journal Vol 5 No 1 (2023): Paulus Civil Engineering Journal, Volume 5, No.1
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i1.608

Abstract

Along with the development of the community's need for housing, it has an effect on the rapid development of construction projects in Indonesia, especially in this study, we will discuss apartment housing facilities. The purpose of this research is to understand the obstacles that occur in the basement work of the 31 Sudirman Suites Makassar development project and to analyze alternative scheduling of the basement work of the 31 Sudirman Suites Makassar project using the PERT method. Based on data analysis, it was found that the obstacles that occurred in the basement work of the 31 Sudirman Suites Makassar development project were work delays, changes in job specifications and waiting for confirmation of job specifications from the owner. alternative schedule using the PERT method, obtained a work completion time of 109 weeks while the initial planning time was 115 weeks. Thus scheduling using the PERT method is faster than the initial scheduling plan.
Pengaruh Serbuk Besi Dan Natrium Silika Serta Natrium Hidroksida Terhadap Beton Yosua Kevin Jordan Randa; Frans Phengkarsa; Desi Sandy
Paulus Civil Engineering Journal Vol 5 No 1 (2023): Paulus Civil Engineering Journal, Volume 5, No.1
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i1.609

Abstract

The use of iron filings as a partial substitute for sand in concrete mixes is an alternative to reduce iron filings waste which can pollute the environment. This study used iron powder and sodium silica and sodium hydroxide in the concrete mixture which aims to determine the effect of the mechanical properties of the resulting concrete. In this study, a series of process stages were carried out which included testing material characteristics and then planning the composition of the concrete mix withmix design as well as making test specimens in the form of cylinders with a size of 15 cm x 30 cm as many as 48 test objects and blocks with a size of 60 cm x 15 cm x 15 cm as many as 12 test objects then testing the test objects with a predetermined concrete age of 7 days, 21 days , and 28 days.From the results of the study using iron filings with variations of 0%, 10%, 15%, 20%, the compressive strength values ​​were 25.146 MPa, 18.514 MPa, 17.505 MPa and 16.770 MPa, while the tensile strength values ​​obtained were 2.642 MPa, 1.463 MPa , 1.415 MPa, 1.345 MPa and the flexural strength values ​​obtained were 2.642 MPa, 1.463 MPa, 1.415 MPa and 1.345 MPa respectively. The results above show that the use of iron powder and sodium silica and sodium hydroxide can reduce the mechanical properties of concrete.

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