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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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Pengaruh Penambahan Limbah Ampas Kopi Terhadap Koefisien Permeabilitas Tanah dan Piping Yulis Hendrita Triana; Irwan Lie Keng Wong; Benyamin Tanan
Paulus Civil Engineering Journal Vol 4 No 3 (2022): Paulus Civil Engineering Journal Volume 4 No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (546.299 KB) | DOI: 10.52722/pcej.v4i3.506

Abstract

Clay soil is soil that has certain mineral particles in which there are particles of silt and sand and there may also be a mixture of organic matter. This type of soil has a poor soil carrying capacity where the condition of the soil does not allow for a highway construction to be built on it. Efforts need to be made to improve the condition of the soil and one of the most commonly used ways is to stabilize the soil and the soil is taken in Lambanan Village, Mamasa District, Mamasa Regency, West Sulawesi then soil samples are mixed with coffee grounds with variations of 0%, 5%, 10%, 15%. The tests carried out are soil moisture content, soil specific gravity, atterberg boundaries, permeability and piping tests. In permeability testing, there is a decrease in the percentage value of permeability and in piping testing there is an increase in the percentage value of piping. In this study, it was seen that the addition of waste pulp.
Studi Alternatif Perencanaan Bangunan Pelimpah Bendungan Pamukkulu dengan Tipe Mercu Bulat Yoclina Edita; Melly Lukman; Erni Rante Bungin
Paulus Civil Engineering Journal Vol 4 No 3 (2022): Paulus Civil Engineering Journal Volume 4 No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (324.961 KB) | DOI: 10.52722/pcej.v4i3.507

Abstract

Spillway serves to overflow excess water to be discharged, so that the dam can be maintainedto the maximum extent. This Study aims to determine the flood discharge and to find out the alternative of the Pamukkulu Dam Spillway planning with the Mercu Bulat Type. Regional Average rainfall is calcuted by the Thiessen Polygon method. And analysed by calculating the design rainfall using the Gumbel method, Log Pearson Type III and Log Normal. Then determine the design flood discharge with a return period of 100 years using the HSS Gama Method 1. After calculating the design discharge,the Spillway planning is carried out with the Mercu Round Type. Based on calculations using the HSS Gama 1 method , the 100-yaer return period flood discharge is 219,099 m3/s and Spillway Building is a round crest with an energy height above the crest of 1,115 m.
Analisis Debit Banjir Untuk Perencanaan Bendung Malunda Kabupaten Majene Jenniver Sanda; Benyamin Tanan; Herman Welem Tanje
Paulus Civil Engineering Journal Vol 4 No 3 (2022): Paulus Civil Engineering Journal Volume 4 No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (469.139 KB) | DOI: 10.52722/pcej.v4i3.518

Abstract

Penelitian ini bertujuan untuk menganalisis debit banjir rancangan Bendung Malunda. Penelitian ini dapat digunakan sebagai referensi untuk penelitian sejenis. Akibat terjadinya gempa di Palu sehingga bendung mengalami keretakan di beberapa bagian, lalu jebol akibat banjir. Perencanaan pengendalian banjir, pengamanan sungai, dan struktur bangunan air lainnya dapat dilakukan dengan baik apabila debit banjir rencana di sungai tersebut di ketahui. Curah hujan rata-rata daerah dihitung dengan metode rata-rata Aljabar. Kemudian dianalisa dengan perhitungan curah hujan rancangan menggunakan metode Gumbel, Log Pearson Tipe III dan Log Normal. Lalu menentukan debit banjir dengan Metode HSS Nakayasu dan HSS Gama I dengan periode ulang 25, 50, dan 100 tahun. Berdasarkan hasil perhitungan metode HSS Nakayasu diperoleh debit banjir periode 25 tahun = 791,570 m3/detik ; 50 tahun = 903,575 m3/detik ; dan 100 tahun = 1014, 533 m3/detik. Pada metode HSS Gama I diperoleh debit banjir periode 25 tahun = 860,794 m3/detik ; 50 tahun = 1005,687 m3/detik ; dan 100 tahun = 1149, 507 m3/detik. Dari perhitungan 2 metode HSS tersebut dapat di simpulkan bahwa Hidrograf Satuan Sintetik yang mendekati adalah Hidrograf Satuan Sintetik.
Analisis Contract Change Order Terhadap Waktu pada Proyek Pembangunan Stasiun Kereta Api Makassar-Pare pare Milenia Inri S. Mangampa; Josefine E Latupeirissa; Herby Calvin P Tiyouw
Paulus Civil Engineering Journal Vol 4 No 3 (2022): Paulus Civil Engineering Journal Volume 4 No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (489.073 KB) | DOI: 10.52722/pcej.v4i3.520

Abstract

Contract Change Order (CCO) is a change to the initial contract value that commonly occurs in construction work. This study is intended to determine the causal factors and analyze the impact of the Contract Change Order (CCO) on the Makassar-Pare Pare Railway Station construction project. The method in this research is to use the SPSS method and the Relative Rank Index (RRI) method to determine the causal factors and the mean value method to analyze the impact of the Contract Change Order (CCO) on the construction of the Makassar-Pare Pare Railway Station. The results showed that there were 5 dominant factors that caused the Contract Change Order (CCO) to occur, namely the difficulty of land acquisition by the community, the demand factor from the project owner (owner) to change the initial design, place characteristics factors, physical condition factors in the field that are different from the initial conditions. time for field inspections, and force majeure factors such as the Covid-19 Pandemic and the impact it causes is an extension of the implementation time, an extension of time for the duration of work, and an increase in Overhead costs.
Karakteristik Campuran Stone Matrix Asphalt Kasar dengan Bahan Tambah Kadar Ban Bekas Diki Bangngalino; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 4 No 3 (2022): Paulus Civil Engineering Journal Volume 4 No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (515.828 KB) | DOI: 10.52722/pcej.v4i3.521

Abstract

This study aims to determine the characteristics of a mixture of coarse Stone Matrix Asphalt with the addition of used rubber, as well as to determine the effect of adding prohibited rubber to a mixture of coarse Stone Matrix Asphalt, which uses aggregates from the Sa'dan River, Sesean District, North Toraja. The method in this study is Marshall Conventional to obtain the characteristics of Coarse Asphalt Matrix Stone. The test results of characteristics, asphalt characteristics, and specific gravity of the filler meet the requirements for road pavement materials. The results of the mixed characteristics of the Coarse Asphalt Stone Matrix, namely Stability, Flow, VIM and VMA, all meet the General Specifications of Highways 2018 with a minimum limit of 90%.
Pengaruh Temperatur Pencampuran Terhadap Campuran AC-BC Dengan Menggunakan Batu Sungai Seriti Nobertus Pasambo; Alpius; Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 4 No 3 (2022): Paulus Civil Engineering Journal Volume 4 No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (402.715 KB) | DOI: 10.52722/pcej.v4i3.522

Abstract

In the pavement layer temperature is very important in influencing the strength of the mixture on the asphalt. So if an asphalt mixture is not at the specified temperature, the bonds between the aggregates are reduced and will make the mixture weak. In this study, the intent and purpose was to test the mixing temperature of the AC-BC mixture using 5% asphalt. The methodology in this paper is the design of the AC-BC combination composition and also the Marshall immersion test in order to obtain the Marshall Residual Stability (SMS) value. From the research that has been done, it is obtained that the AC-BC mixture values in variations with mixing temperatures are 120℃, 130℃, 140℃, 150℃, and 160℃ with the value of Stability 1373.40, Flow 2.40 mm, VIM 3.46 %, VMA 15.27 %, FVB 77.33 %. Through a series of studies that have been carried out, it is concluded that the temperature in a mixture greatly affects the Marshall parameter value.
Pemanfaatan Bahan Tambah Karet Ban Bekas Pada Campuran Stone Matrix Asphalt Halus Sismono Andys; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 4 No 3 (2022): Paulus Civil Engineering Journal Volume 4 No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i3.524

Abstract

Keberadaan limbah yang ada di sekitar lingkungan masyarakat menjadi salah satu permasalahan yang perlu diperhatikan secara khusus limbah karet ban bekas. Salah satu cara mengurangi penumpukan limbah agar tidak merusak lingkungan yaitu dengan memanfaatkan limbah tersebut sebagai bahan tambah dalam campuran perkerasan Stone Matrix Asphalt Halus, dalam pengujian ini digunakan salah satu pengujian marshall yaitu marshall konvensional untuk mengetahui tingkat kekuatan perkerasan dengan mengacu pada Spesifikasi Bina Marga 2018. Hasil yang didapatkan dari penelitian yaitu nilai stabilitas terbesar 916,54 kg, flow 2,56 mm, VIM 4,00 %, VMA 17,00 %, dan memenuhi Spesifikasi Bina Marga 2018 sebagai acuan teknis.
Karakteristik Batu Gunung Posi’padang Balla Kabupaten Mamasa Yang Menggunakan Campuran Laston AC-WC Marten Pampanglangi; Alpius; Charles Kamba
Paulus Civil Engineering Journal Vol 4 No 3 (2022): Paulus Civil Engineering Journal Volume 4 No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i3.525

Abstract

This study aims to utilize the Posi'padang Balla rock in Mamasa Regency and determine the characteristics of the aggregate by using a mixture of Laston AC-WC. The research method used is an experimental method carried out in the laboratory by examining aggregate characteristics, examining asphalt characteristics, filler characteristics, AC-WC mixture composition, making test objects, testing conventional marshall ACWC mixtures, determining optimum asphalt content, and marshall immersion tests for AC mixtures. –WC. The results of the examination carried out in the Road and Asphalt Laboratory, Faculty of Engineering, Department of Civil, Indonesian Christian University Paulus Makassar, through the Marshall Conventional and Marshall Immersion test obtained the composition of the Laston AC-WC mixture, namely the optimum asphalt content of 5.50%, the coarse aggregate fraction 37.2%, the fraction fine aggregate 51.4%, and cement filler fraction 5.4% with values (stability, flow, VIM, VMA, VFB, MQ, IKS) met the 2018 Bina Marga specifications.
Penerapan Manajemen Waktu Pada Proyek Pembangunan Stasiun Kereta Api Lintas Makassar-Parepare dengan Menggunakan Metode CPM Rona Emilia Panggeso; Josefine E Latupeirissa; Herby Calvin P Tiyouw
Paulus Civil Engineering Journal Vol 4 No 3 (2022): Paulus Civil Engineering Journal Volume 4 No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i3.526

Abstract

CPM (Critical Path Method) is one of the most advanced network planning methods that leads to project timing decisions, and time estimation is deterministic/clear. The purpose of research using this method is to determine the time and cost of scraping and to find out which activity is one of the key activities. It also aims to control and coordinate various activities to get projects completed in the right time frame, helping companies plan and control projects in a more time- and cost-effective manner. The research was conducted by processing data obtained from observations in the field, interviews with project employees and also secondary data in the form of project time schedules. With the use of this CPM method, it produces three critical paths with 27 series of activities, 19 of which are critical and the remaining 8 are non-critical. The calculation results using the CPM method took 626 days with 207 days of non-critical activities. Based on the CPM method, it is necessary to reduce the workforce in non-critical activities by 8 workers and 15 workers. The labor reduction reduces slack and minimizes the labor costs of the project.
Analisis Bangkitan Perjalanan Penduduk Pada Kompleks Perumahan Citra Sudiang Indah Makassar Ricky Setiawan; Rais Rachman; Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 4 No 3 (2022): Paulus Civil Engineering Journal Volume 4 No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i3.527

Abstract

The existence of Citra Sudiang Indah housing in the Biringkanaya sub-district, PAI sub-district with a population of 17,177 people, as a land use will result in traffic generation. The trips generated by these residential families will increase along with the increase in income, increase in the number of family members, and choice of vehicle. The purpose of this research is (1) determine the characteristics of the population in the Citra Sudiang Indah housing estate. (2) find out the movement generation model in Citra Sudiang Indah housing estate. Using SPSS 28.0 . multiple linear regression method. Data collection using questionnaires and interviews (in-depth interviews) to collect research samples. This data collection was carried out to determine the characteristics of the population or household related to the number of motorcycle ownership, the number of private car ownership, the number of working families and the number of families attending school/college, the number of family members and the average household income. The results of the study indicate that motorcycle ownership, private car ownership, and the number of working families are variables that have a significant influence on population travel generation in the Citra Sudiang Indah housing estate. This can be seen in the multiple linear regression equation model, namely:Y = 0.585 + 0.311 X2 + 0.301 X3 + 0.411 X5

Page 19 of 71 | Total Record : 706

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