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Paulus Civil Engineering Journal

pcej
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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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Studi Pemanfaatan Batu Sungai Sibangke Kabupaten Toraja Utara Pada Campuran SMA Kasar Farrel Julian Jusuf; Alpius; Elizabeth
Paulus Civil Engineering Journal Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

PeneIitian ini dimaksud untuk melakukan pengujian karakteristik Stone Matrix AsphaIt yang menggunakan batu Sungai Sibangke Kabupaten Toraja Utara. MetodoIogi yang dilakukan peneIitian ini ada beberapa tahapan pengujian karakteristik agregat kasar, agregat haIus dan filIer. setelah itu dilakukan perancang proporsi campuran Stone Matrix AsphaIt seIanjutnya dilakukan uji marshaIl untuk menghasilkan karakteristik campuran yang sesuai dan melakukan pengujian MarshalI lmmersion untuk mendapatkan stabilitas marshall sisa / durabiIitas berkadar aspaI optimum. Dari peneIitian yang diIakukan di laboratorium, menunjukan hasil karakteristik agregat dari batu Sungai Sibangke Kabupaten Toraja Utara, sudah memenuhi spesifikasi sebagai bahan Iapisan perkerasan jaIan. maka selanjutnya dilakukan uji Marshall konvensionaI dengan rancangan campuran Stone Matrix AsphaIt menggunakan kadar aspaI 6,00 %, 6,25 %, 6,50 %, 6,75 % dan 7,00 %. Dari hasiI pengujian MarshaIl lmmersion campuran Stone Matrix AsphaIt dengan kadar aspaI optimaI 7,00 % diperoIeh stabilitas marshaIl sisa / durabiIitas sebesar 96,81% memenuhi syarat tersebut adaIah minimaI 90 %, memenuhi Spesifikasi Umum Bina Marga 2018.

Identifikasi Sebaran Nikel Laterit dan Volume Bijih Nikel Menggunakan Korelasi Data Bor Eltrit Bima Fitrian
Paulus Civil Engineering Journal Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Nickel, which is one of the economical minerals found on earth, of course needs to know its distribution to be able to provide economic benefits and meet industrial demand, given the importance of nickel's function, which is very much needed by the world metal industry. The aim of this study were (1) to identify the spread of laterite nickel deposits in the mining area of PT. Vale Indonesia, Sorowako East Luwu (2) to prepare large volumes of nickel ore for commercial exploration. To identify the distribution of nickel laterite, drill data is used, the drill data that has been obtained is processed by ArGcis 9.3 software to obtain the distribution area of nickel deposits in the laterite layers. Then to see the cross-section of the nickel laterite layer in 3 dimensions used Surpac 6.1.2 software while to see the large volume of nickel ore, uses the Influence Area method. The distribution of nickel in the laterite layer is influenced by the topography and slope area of the research. Meanwhile, the calculation of the total volume of nickel ore obtained in each laterite layer is 2,913,682 m3.

Analisis Pengelolaan Persampahan di Kota Pangkajene Kabupaten Pangkep Wona Grace Boro
Paulus Civil Engineering Journal Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The increase in population greatly affects the measure of waste generation. The huge measure of waste is not supported by the number of waste management facilities and infrastructure, resulting in problems in waste management, such as transportation to final disposal of waste that is not properly accommodated, causing disease, dirty environment, reducing river carrying capacity and so on. This research was conducted to determine how waste management is in the city of Pangkajene and determine the infrastructure requirements for solid waste operational activities. This research is a quantitative descriptive study that gives an outline of how to oversee strong waste in the city of Pangkajene and the collection of quantitative data in the form of generation and composition of waste. According to the results of the research, the total amount of waste from the city of Pangkajene is 92.52 m3 / day. The average waste generated is 2.06m3 / day / person. From the calculation of solid waste infrastructure needs, it is obtained 900 units, 46 units of carts, 19 units of containers and 4 units of trucks every day. From the research results, it is concluded that the waste management system in Pangkajene city needs to be improved in terms of infrastructure and service levels in order to maximize solid waste operational activities.

Analisis Kekuatan Kolom Beton Bertulang Berdasarkan Diagram Interaksi Kolom Indra Dody Kurniawan Manguki'; Jonie Tanijaya; Olan Jujun Sanggaria
Paulus Civil Engineering Journal Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The column interaction diagram is a boundary area graph showing the various combinations of axial loads and moments that the column can safely hold. The benefit of a column interaction diagram provides an overview of the strength of the column in question. This study aims to analyze rectangular and circular columns using column interaction diagrams and then compare the strength of the columns in withstanding a combination of axial loads and bending moments with the same area. In this study, square and circular columns have the same number of reinforcement, diameter of reinforcement, steel strength, concrete quality, and cross-sectional area. The column is reviewed based on five conditions, namely pure axial load conditions, pure bending moment, and three failure conditions. Based on the five conditions that occurred, a column interaction diagram was created by using Microsoft Excel. Results of the analysis show that in the same area, the square column is stronger in withstanding the bending moment (Mu) of the circular column by 0.015 - 0.61%, while the circular column is stronger in resisting the axial force (Pu) of the square column by 1,9 - 4.4%.

Analisis Produktivitas Tenaga Kerja Pemasangan Ubin Keramik Pada Proyek Makassar New Port Acen Patanduk; Josefine Ernestine Latupeirissa; Herby Calvin Pascal Tiyouw
Paulus Civil Engineering Journal Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The aim of this study is to investigate the productivity capacity of the ceramic tile installation workforce at the Makassar New Port project, based on field data and the Indonesian National Standard (SNI). This research was conducted for ± 10 days in the Makassar New Port project. The objects to be studied as a source of data in this research are workmen who work on ceramic tile installation, regarding the factors that affect the performance of human resources in the field, especially on their work skills, speed, and accuracy. The observations were made per square meter of ceramic tile installation for each work item on 1 working day, while data recording was carried out per day for 6 working days. The research method used in this research is the work study method, which is a research conducted by collecting data directly from observations in the field. This research was conducted by collecting primary data which is directly examined in the field related to the research carried out as secondary data, which is called the work study method because the observational data is taken while conducting the field work. The result of this research is that the production capacity in the ceramic tile installation of the Makassar New Port project is bigger than the Indonesian National Standard (SNI), this shows that the hired workmen in the work of the retaining stone installation work is very productive.

Karakteristik Beton Mutu Tinggi Dengan Komposisi Slag dan Agregat Halus Batu Gamping Dicaprio Resen Bunga'; Frans Phengkarsa; Desi Sandy
Paulus Civil Engineering Journal Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

In general, fine aggregate and coarse aggregate as the main components of concrete come from nature so that one day it will run out, alternative substitutes are needed. One of the alternative materials is Nickel Slag. Nickel slag is a type of rock dumped from the nickel industry. Limestone is also used as an alternative to fine aggregate. This study aims to determine the strength of concrete and the relationship between the characteristics of the concrete using nickeI sIag and limestone as a substitute for fine aggregate to the quality of the concrete. As for the variations of 0%, 10% and 20% and the percentage of using limestone as a substitute for fine aggregate is 10%. The method of mixing the concrete uses the SNI-03-2834-2000 method with a planned concrete quality of 42Mpa. From this research, it was found that the compressive strength of concrete with variations of 0%, 10% and 20% were respectively 42.360 MPa, 42.347 MPa and 41.781 MPa, the split tensile strength test with variations of 0%, 10% and 20% respectively was equal to 3.94 MPa, 3.064 MPa and 2.293 MPa and the flexural strength testing with variations of 0%, 10% and 20% were respectively 4.242 MPa, 4.068 MPa and 3.179 MPa. The relationship of split tensile strength for the variation of Nickel Slag variations 0%, 10%, and 20% is 9,242%, 7,178%, and 7% of the compressive strength, respectively, the relationship of split tensile strength for the variation of Nickel Slag variations 0%, 10%, and 20% of 0.65, 0.62, and 0.57 of compressive strength, respectively. From the resuIts of the study, it was concIuded that the concrete mixture with nickel and limestone slag substitution resulted in a decrease in strength as the percentage of nickel slag substitution increased.

Pengaruh Penambahan Abu Cangkang Kelapa Sawit Pada Tanah Lempung Paccinongang Kabupaten Gowa Leonard Felix Widyo Sanderan; Irwan Lie Keng Wong; Monika Datu Mirring Palinggi
Paulus Civil Engineering Journal Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Soil has an important role in a highway construction planning that serves to pass the load from the top layer, but not always the basic soil layer is able to function properly. Therefore, in this study was conducted to find out the effect of the addition of oil palm shell ash on clay soil to UCT (Unconfined Compression Test). The type of soil that will be usedfor penelitian is clay soil taken in Paccinongang area, Gowa Regency. The methodology in this study conducted several soil physical properties testing then Kompaksi testing to obtain optimum moisture content value, and Unconfined Compression Test to get strong press value (qu). The results of the study showed that the soil meets the physical properties of clay soil. From The Free Press Strong test on the ash content of the palm shell 0%, 3%, 6%, 9%, 12% and 15% at point 1 the free press strength value decreased from 0% by 0.362% and increased at 9% by 0.424%. Meanwhile, at point 2, it decreased by 0% by 0.445% and increased at 12% by 0.423%. From the Unconfined Compression Test on Paccinongang clay, Gowa Regency with the addition of oil palm shell ash from both samples, there was an increase in the addition of 9% and 12% of normal clay soil.

Pemanfaatan FIy Ash Sebagai Substitusi Semen Dan Batu Gamping Sebagai Agregat Pada Beton Windi Desliono; Herman Parung; Suryanti Rapang Tonapa
Paulus Civil Engineering Journal Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

FIy Ash is a waste combustion combustion system and one of the pozzolanic mixed minerals found in Indonesia. An environmentally friendly concrete technology innovation to reduce the use of cement and river stone, namely utilizing FIy ash as a substitute for cement and limestone as an aggregate for concrete mixtures. This study aims to see the mechanical properties of concrete and the optimum proportion of FIy ash in the concrete mixture with limestone as coarse aggregate. The percentage of FIy ash used varies, namely 0%, 10%, 15%, and 20%. Concrete compressive strength testing is carried out when the concrete is 7 days, 21 days, and 28 days old with a compressive strength plan of 25 MPa. For the flexural strength and split tensile strength test, it is carried out when the concrete is 28 days old. The research used 48 cylinders 150 x 300 mm, 12 beams measuring 150 x 150 x 600 mm, carried out at the Laboratory of Civil Engineering Structures, PauIus Christian University of Indonesia, Makassar. The observation results show that the influence of FIy ash as a substitute for cement with limestone aggregate for concrete, produces concrete with compressive strength, flexural strength, and tensile strength, the maximum is 27.56 MPa, 2.50 MPa, respectively. and 4.68 MPa for normal concrete with the optimum use proportion of FIy ash 15%.

Analysis of the Application of Occupational Safety and Health in Structural Work in the South Sulawesi Education Quality Assurance Institute (LPMP) Building Renovation Project Marlina Pasarong; Junus Mara; Helen Adry Irene Sopacua
Paulus Civil Engineering Journal Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The appIication off occupationaI heaIth and sahfety (K3) is never dry in the context of the scientific ocean. Either in an academic research or in a practical study. K3 issues are constantly raised in the discussion of academic papers, be it journals or final assignments. Of course, the "intersection" with the "knife" which is called "research". On this occasion, the focus of the researcher was the construction project work in the renovation of the South Sulawesi Education Quality Assurance Institute (LPMP) building using quantitative descriptive methods. Namely describing the application of K3 and analyzing the constrain ts in implementing K3 in the project. Statistical methods are used to determine the percentage of respondents' answers or calculated by formulas. The resuIts off research that hass been carriedt out in the building renovation project off the Education Quality Assurance Institute (LPMP) of South Sulawesi regarding the implementation of Occupational Safety & Health (K3) are carried out quite well. The obstacle to the implementation of Occupational Safety & Health is the lack of awareness and knowledge of workers about Occupational Safety and Health (K3). In addition, the company is also less consistent in implementing Occupational Health and Safety.

Pemanfaatan Batu Sungai Masuppu Kecamatan Masanda Dalam Campuran AC-WC Febrianto; Alpius; Sufiati Bestari
Paulus Civil Engineering Journal Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Highway is part of the Science of Civil Engineering and always develops over time. In increasing the provision of land transportation, roads are important infrastructure that must be considered in development. The availability of adequate road infrastructure will have a positive impact on the development of community activities from the economic, political, social, cultural, defense and security aspects of the country.This research was intended to utilize Masuppu River Stones in Masanda Subdistrict as a mixture of AC-WC. The methodoIogy in this research is to conduct a series of tests for the characteristics of coarse, fine, and fiIIer aggregates, then design the composition of the Laston AC-WC mixture and the Marshall test to obtain the characteristics of the mixture and the MarshaII immersion test to obtain the immersion index (IP) / residuaI strength index (IKS) / durabiIity of the mixture with optimum asphaIt content. The results of research carried out at the Laboratory of Engineering and AspaI Functions of Engineering Department of Civil Engineering, Christian University of Indonesia, PauIus Makassar, show that the characteristics of the pavement material in the form of Masuppu River rock, Masanda District, meet the specifications as a road pavement coating material.

Page 8 of 71 | Total Record : 706

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Louise Elizabeth

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pcej.civil.@ukipaulus.ac.id

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+6282189112243

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pcej.civil@ukipaulus.ac.id

Editorial Address
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

Location
Kota makassar,

Sulawesi selatan

INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name Louise Elizabeth

Contact Email pcej.civil.@ukipaulus.ac.id

Phone +6282189112243

Journal Mail Official pcej.civil@ukipaulus.ac.id

Editorial Address 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

Location Kota makassar, Sulawesi selatan INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Contact Name
Louise Elizabeth

Contact Email
pcej.civil.@ukipaulus.ac.id

Phone
+6282189112243

Journal Mail Official
pcej.civil@ukipaulus.ac.id

Editorial Address
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

Location
Kota makassar,

Sulawesi selatan

INDONESIA