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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 706 Documents
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Penggunaan Serat Serabut Kelapa Sebagai Bahan Tambah Campuran AC-BC Aldi Randa Linggi; Robert Mangontan; Alpius
Paulus Civil Engineering Journal Vol 4 No 4 (2022): Paulus Civil Engineering Journal Volume 4 No. 4
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i4.555

Abstract

Problems with the quality of asphalt mixtures and large cavities are things that need attention, so further research is carried out by adding coconut fiber added ingredients to the AC-BC mixture, using coconut fiber as an added ingredient in the Asphalt Concrete – Binder Course mixture is expected to improve the quality of the mixture. , because the function of the coconut fiber mixed into the asphalt mixture can improve the quality of the bond between the aggregates and the asphalt so that the performance of the mixture, especially the stability, becomes stronger. The purpose of this study was to test the use of coconut fiber as an additive in the mixture of Asphalt Concrete – Binder Course. The method used is to design variations in coconut fiber fiber content then manufacture mixed Asphalt Concrete – Binder Course specimens and carry out Conventional Marshall tests. The results of Marshall Conventional research obtained a mixture of Asphalt Concrete - Binder Course with coconut fiber content of 0%, 1%, 2%, 3%, 4%, with an asphalt content of 5% fulfilling the 2018 General Highways Specifications. The addition of coconut fiber can improving the performance of the Laston AC-BC mix, causing the voids in the mixture to become smaller and resulting in a strong and stable mix that can withstand traffic loads.
Analisis Kebutuhan Air Daerah Irigasi Malunda Kabupaten Majene Devy Imanuella Nolan; Herman Welem Tanje; Benyamin Tanan
Paulus Civil Engineering Journal Vol 4 No 4 (2022): Paulus Civil Engineering Journal Volume 4 No. 4
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i4.556

Abstract

In the Majene Regency of West Sulawesi, the Malunda Irrigation Area is located in the village of Kayuangin covering an area of ​​1122 ha. The need and availability of irrigation water is required because it is an important step in the irrigation system's planning and management. The water balance and the amount of water required are compared in this study to examine the availability of water. The general formula of the Irrigation Planning Standard (KP-03) was used to analyze water demand in this study and water availability using the FJMock method. The need for irrigation water in DI Malunda started in October with a Paddy-Paddy-Parawija cropping pattern. The outcomes of the study of Malunda's water demand obtained a maximum NFR of 0.90 lt/sec/ha and a maximum 80% mainstay discharge of 3.74 lt/sec/ha.
Penggunaan Styrofoam Sebagai Bahan Tambah Campuran AC-BC Menggunakan Batu Sungai Pucak Kabupaten Maros Elthon Faraknimela; Mary Selintung; Alpius
Paulus Civil Engineering Journal Vol 4 No 4 (2022): Paulus Civil Engineering Journal Volume 4 No. 4
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i4.557

Abstract

Styrofoam is a type of plastic polymer that is thermoplastic in nature where if heated it will melt or become soft and harden or return to solid if cooled. Styrofoam is often found in several places, mainly in electronic store warehouses. The purpose of this study was to determine the effect of using styrofoam as an added ingredient in the AC-BC mixture using Pucak River stone. The initial stage of the study began with a series of tests of rough, fine, and filler characteristics and the designed the composition of the mixture for conventional Marshall Immersion and Marshall testing to obtain the Residual Marshall Stability value. This research was conducted and located in the Road and Asphalt Laboratory of Indonesia Paulus Makassar using levels of 0%, 0,5%, 1%, 1,5%, and 2% showed that the use of added materials in the AC-BC mixture was able to fill stabilitas, VIM, VMA, flow, and VFB and had met the specifications of the Directorate General of Wildlife Development 2018.
Pemanfaatan Batu Sungai Pucak dengan Filler Abu Sekam Padi untuk Lapis AC-BC Rio Patrick Febryan Pude; Robert Mangontan; Alpius
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.v5i1.584

Abstract

Road pavement is an important factor supporting the development of transport infrastructure. The asphalt concrete mixture on the road needs to be reinforced with filler material to increase the strength of the asphalt mixture. Therefore, cheaper alternative filler materials such as rice husk ash can be used in asphalt mixtures. This study aims to understand and determine the characteristics of the AC-BC layer mixture using aggregates from the Pucak River with the substitution of rice husk ash filler. The methodology of this study is designed to determine the utilization of rice husk ash waste as a filling material in an AC - BC layer mixture. The research method used in this study includes testing the specific gravity of rice husk ash filler which is followed by designing the composition of the AC-BC mixture with the substitution of rice husk ash filler then continued with Conventional Marshall testing. The results showed that the test object with a rice husk ash content of 0% - 75% using an asphalt content of 5.00% met the 2018 Bina Marga General Specifications. From the test results, it can be concluded that rice husk ash can be used as a partial substitution of cement filler for AC-BC layers where all the requirements listed in the 2018 Bina Marga General Specification have been met.
Penggunaan Silica Fume Sebagai Substitusi Semen Dengan Bahan Tambah Abu Pecahan Karang Pada Beton Andika Pasulu; Jonie Tanijaya; 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.v5i1.586

Abstract

Silica Fume is a very fine pozzolan material, which contains more silica composition than the rest of silicon production or silicon iron alloys. Silica fume is used in the form of powder as a cement substitution. This study aims to determine the effect of percentages using silica fume as a substitution of cement with coral fragment ash added material on the compressive strength, tensile strength and modulus of elasticity of concrete. This research is the SNI (f'c) 30 MPa method and a sample of cylindrical formations with dimensions of 150 mm x 300 mm. Based on the results of the study obtained, variations of Silica fume 9% and Coral Fractional Ash 0%, 5%, 7.5%, 10% obtained compressive strength values aged 28 consecutive days were 30,951 MPa, 32,744 MPa, 31,989 MPa, and 31,423 MPa, sample tensile strength test results of 3,161 MPa, 3,397 MPa, 3,491 MPa, and 3,303 MPa, elasticity modulus results of 28233,7885 MPa, 33486,8743 MPa, 32409.6667 MPa, and 30350.5834 MPa. From the results of research, the use of silica fume and coral fragment ash in concrete can affect the strength of concrete, where the value obtained varies. Compressive strength and elasticity modulus are maximum at 5% variation and maximum split tensile strength at 7.5% variation.
Analisis Panjang Antrian Kendaraan pada Persimpangan Baddoka (Studi Kasus : Jalan Perintis Kemerdekaan KM 17) Rais Rachman; Feri Famara; 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.v5i1.587

Abstract

An intersection is a meeting place where two or more roads join together to intersect. Calculations and analysis use the method of calculation in the 2014 Indonesian Road Capacity Guidelines (PKJI). This four-signal intersection has four arms where the north-facing approach on Jl. Makassar – Maros axis consisting of 4 lanes with a road width of 15 meters. on the east west approach Jl. Dg. This Ramang has 2 lanes and a road width of 7.5 meters, on the approach to the west of Jl. Batara Bira baddoka has 2 lanes and a road width of 6.5 meters. Based on the results of data analysis regarding the length of vehicle queues, during peak hours in the morning the north arm has the largest queue length of 112.58 m, during peak hours in the afternoon the south arm the queue length the largest is 76.93 m, and at peak hour in the afternoon of the south arm the largest queue length is 344.68 m. Based on the results of analysis of research data regarding the average delay that occurs at the intersection with the Baddoka signal, the largest average delay value that occurs during the morning peak hours of the northern arm is 285.36 seconds/cur, during the afternoon peak hours of the southern arm is 250.59 sec/cur, and during the afternoon peak hours of the south arm the highest average delay value is 808.24 sec/cur.
Pengaruh Silica Fume dan Pecahan Batu Marmer Sebagai Bahan Subtitusi Pada Campuran Beton Elli Mercy Julmile; 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.v5i1.588

Abstract

The aim of this study was to determine the effect of using silica fume and marble stone fragments as substitution materials in concrete mixtures on split tensile strength, concrete flexural strength and compressive strength.. Testing test objects are split tensile strength, bending strength, and compressive strength. In this study, the quality of concrete is planned, which is 25 MPa.From the results of the study, the compressive strength value of concrete for variations in marble fragments was 50% and Silica Fume was 0%, 10%, 12.5% and 15%, namely 25,175 MPa, 25,832 MPa, 24,606 MPa and 24,229 MPa, testing the tensile strength of splits for variations in marble fragments by 50% and Silica Fume by 0%, 10%, 12.5% and 15% was 1,886 MPa, 1,909 MPa, 1,862 MPa and 1,815 MPa, bending strength test for variations in marble shards by 50% and Silica Fume by 0%, 10%, 12.5% and 15% by 25,175 MPa, 25,832 MPa, 24,606 MPa and 24,229 MPa. The effect of the substitution of marble fragments as coarse aggregates by 50% and the substitution of silica fume as cement with variations of 0%, 10%, 12.5% and 15% on the values of compressive strength, tensile strength, and bending strength of concrete obtained the maximum value of silica fume substitution at a variation of 10% and decreased in strength above the variation of silica fume 10%, the higher the percentage of silica fume substitution, the lower the strength of concrete.
Pemanfaatan Batu Sungai Pappa Kecamatan Polong Bangkeng Utara, Kabupaten Takalar Dalam Campuran AC - WC Nari Ro'son; Rais Rachman; Alpius
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.v5i1.589

Abstract

Road infrastructure development is very necessary to improve the main sectors in moving the wheels of the national and regional economy. Given the importance of road infrastructure development, it becomes necessary to find alternative solutions by utilizing available natural resources for the development of basic materials for road pavement. This study aims to utilize Batu Sungai Pappa, North Bangkeng Pod District, Takalar Regency in a mixture of air conditioning – toilets. The method used in this study was to first design the composition of the AC – WC mixture, carry out a series of coarse, fine and filler aggregate tests, then use the Marshall test to determine the properties of the mixture and the Marshall immersion test to determine the Marshall stability of the remaining mixture with the amount of asphalt. The results of research conducted at the Road and Asphalt Laboratory of the Christian University of Indonesia Paulus Makassar, indicate that the characteristics of the pavement material in the form of Kali Pappa Stone, Polong Barkeng Utara District, Takalar Regency fulfill the requirements as a material for making pavement layers. Through the Marshall test, the characteristics of the AC – WC mixture were obtained with asphalt content of 5.50%, 6.00%, 6.50%, 7.00%, 7.50%. The test results of Marshall Immersion mixture of AC – WC with an optimum asphalt content of 5.50% obtained Residual Marshall Stability of 94.36% meeting the 2018 Bina Marga Specifications, which is at least 90%.
Analisis Jaringan Distribusi Air Bersih Menggunakan Software Epanet 2.0 Pada Perumahan Graha Cemerlang Trivana Illa; Mary Selintung; Hanna Mariani Singgih
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.v5i1.591

Abstract

Clean water is the main resource for human needs of good quality for consumption or use in daily activities, including efforts to empower, maintain and protect cleanliness. PDAM Kota Maros is demanded to be able to meet the water needs that are used by living things and the environment. Human needs will increase from time to time due to the increasing number of people needing this water. One way to meet the demand for water is to develop pipelines. In carrying out the analysis of clean water distribution piping networks, tools are needed to make it easier to carry out the analysis, such as the Epanet 2.0 program. The EPANET application is a computer program that provides hydraulic simulations and trends in the quality of water flowing through pipes. This software can model the design of a water distribution network using reservoirs, pumps, valves and connecting lines as symbols of the pipes used. EPANET 2.0 can determine the amount of pressure, flow velocity, and flow rate. In this writing, Graha Cemerlang Housing is used as the object of research on clean water accessible to the people living in Graha Cemerlang Housing. Knowing the need for clean water in Graha Cemerlang Housing in 2021 and knowing that the clean water pipeline network in Graha Cemerlang Housing has been able to serve Graha Cemerlang Housing with the number of houses that subscribe to Graha Cemerlang Housing, namely 330 units having a total requirement of 6.009 l/s and the results of network analysis clean water pipes produce a residual pressure value that meets the hydraulic criteria in 2021.
Pengaruh Limbah Serbuk Kayu Mahoni Sebagai Subtitusi Agregat Halus Sebagai Campuran Beton Tria Mahyuni Palian; Frans Phengkarsa; Luciana Buarlele
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.v5i1.592

Abstract

Sawdust is a waste from sawing wood which is often found in furniture manufacturing places such as doors, windows, frames, cabinets, and others. Often the waste from sawdust causes problems in its use which has a negative impact on the environment. In this study, mahogany sawdust was used as an additive in the concrete mixture, where mahogany sawdust was relatively cheap and easy to obtain. The purpose of this study was to determine the effect of variations of mahogany wood powder with mahogany wood powder added as a concrete mixture by testing compressive strength, split tensile, and flexural strength with design concrete quality 20 MPa. The research was conducted at the Structure and Materials Laboratory, Department of Civil Engineering. The type of research carried out is experimental using the SNI method. Based on the results of tests that have been carried out in cylinder and beam specimens on several variations of mahogany sawdust 0%, 4%, 8% and 12%, the compressive strength values ​​are 20,216 MPa, respectively. 19.750 MPa, 19.074 MPa and 18.111 MPa, the split tensile strength values ​​are 2.287 MPa, 2.004 MPa, 1.768 MPa and 1.509 MPa for flexural strength, the values ​​are 2.645 MPa, 2.491 MPa, 2.157 MPa and 1.720 MPa. From the results of the study the use of mahogany sawdust as a concrete mixture can affect the strength of concrete, where the strength of the concrete decreases based on the added variation, the higher the variation of mahogany sawdust is added, the strength of the concrete will decrease.

Page 22 of 71 | Total Record : 706

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