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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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Durabilitas Campuran AC-BC dengan Menggunakan Batu Gunung Bou Buya Kabupaten Poso Darma Sapa'; 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.v4i3.528

Abstract

Durability is a property that must be possessed by an asphalt mixture so that the mixture can withstand the influence of water. Apart from being caused by a high water content, this is also influenced by the quality of the material used in the pavement mixture. The purpose of the study was to determine the durability value of the AC-BC mixture with the use of Bou Buya mountain rock. To determine the effect of immersion time which varies 0.5; 12; 24; 36; 48; and 60 hours with a standard temperature of 60 OC. The test method is based on the specifications of Bina Marga Division 6 of 2018. The purpose of this research is to obtain the results of Stability and Flow which are used to obtain the Durability value. The average durability value for each immersion is 12; 24; 36; 48; and 60 hours is 97.64%-89.22%. The durability value at 12 hours to 48 hours immersion meets the specifications but at 60 hours immersion does not meet the specifications, namely at least 90%. The effect on the immersion time varied 0,5; 12; 24; 36; 48; and 60 hours with a standard temperature of 60°C, it can be concluded that if the mixture is soaked for a long time, the durability value (durability) will be smaller. This is due to the large number of pores and cavities filled with water, so the mixture is not impermeable to water or easily damaged.
Analisis Jarak Tempuh Perjalanan Penduduk Pada Kompleks Perumahan Citra Sudiang Indah Makassar Stevanus Theodorus Londah; Rais Rachman; 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 | DOI: 10.52722/pcej.v4i3.531

Abstract

The phenomenon of the population density level began to appear in housing. The distance from the residential location to several community activity centers is deemed necessary to conduct research. This research was conducted at Citra Sudiang Indah housing complex, which is located on the outskirts of Makassar. Data collection was carried out using questionnaires and interviews (in-depth interviews) as the research sample. This data collection was carried out to determine the characteristics of residents or households and the distance traveled by residents in the Citra Sudian Indah housing estate. The method used is multiple linear regression analysis. The results of the analysis that have been carried out show that the average respondent's journey in carrying out daily activities is the highest, which is between 5 to 10 kilometers, being the most choice for work and school/college and based on the results of the analysis, it can be seen that the distance traveled is strongly influenced by the distance traveled. , average travel time and average family income.
Karakteristik Campuran AC-BASE yang Menggunakan Agregat Sungai Seriti Kabupaten Luwu Fretty Sumbung Parerung; Robert Mangontan; 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

Abstract

The purpose of this study was to determine the characteristics of the AC-Base mixture using aggregate from the Seriti River, Luwu Regency. The method used in this research is the Conventional Marshall Method to test the characteristics of the mixture and Marshall Immertion to determine the resistance of the mixture to weather and climate. The test results of Aggregate Characteristics from the Seriti River meet the requirements of the 2018 Bina Marga Specification to be used as an AC-Base Mixture with a combination of 60/70 penetration Asphalt and cement filler. The characteristics of the mixture with the composition of the mixture of coarse aggregate 53.21%, fine aggregate 36.75%, filler 4.54% and asphalt content of 4.5% to 6.5% all variables of the characteristics of the mixture meet the requirements. The results of the Marshall Residual Stability test, the AC-base mixture using Aggregate from the Seriti River has good resistance to weather and immersion in water for 24 hours.
Pemanfaatan Limbah Plastik PVC Sebagai Bahan Tambah Pada Campuran AC-WC Mita Rante; Alpius; Charles Kamba
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.v4i4.536

Abstract

To support road construction and improve the quality of the asphalt mix, road construction requires good concrete asphalt and routine maintenance, one of which is by adding additives to the asphalt. Pipe waste made of PVC plastic is the material used. This PVC plastic waste is utilized by adding PVC plastic to the asphalt mixture using a dry method. The purpose of this study was to test the characteristics of the AC-WC mixture using PVC plastic waste as an added ingredient. Test method with conventional Marshall and Marshall Immersion. The results of the Conventional Marshall test show that by using plastic waste levels of 0%, 1%, 2%, 3% and 4%, the characteristics of the AC-WC mixture such as Stability, Flow, VIM, VFB, and VMA meet the 2018 Directorate General of Highways specifications and results Marshal Immersion testing shows Marshall Residual Stability shows the value meets the requirements.
Pemanfaatan Batu Gunung Tatale Kecamatan Tawalian Kabupaten Mamasa Sebagai Agregat Campuran Laston Lapis Pondasi Mardi Mangiri; Rais Rachman; 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.v4i4.537

Abstract

Pemanfaatan material lokal sebagai bahan konstruksi jalan adalah anjuran dari pemerintah, ini bertujuan untuk meningkatkan pendapatan asli daerah dan pendapatan masyarakat lokal. Selain itu pihak pelaksana pekerjaan tidak perlu mendatangkan material dari tempat lain dalam artian dapat mengurangi biaya operasional dan waktu angkutan. Penggunaan material untuk suatu bahan konstruksi haruslah melalui suatu pengujian-pengujian utamanya karakteristik dari material tersebut. Pada penelitian ini Batu Gunung dari gunung Tatale akan digunakan sebagai bahan lapisan permukaan untuk Campuran Aspal Beton Lapis Pondasi. Metode yang digunakan adalah Marshall Konvensional dan Marshall Immersion dengan rujukan Sepesifikasi Bina Marga untuk Pekerjaan Jalan dan Jembatan Divisi 6 2018. Hasil penelitian menunjukkan material Gunung Tatale Kecamatan Tawalian Kabupaten Mamasa dapat digunakan sebagai campuran lapis pondasi sesuai dengan Spesifikasi Umum Bina Marga 2018. Nilai indeks kekuatan sisa dari hasil pengujian Marshall Immersion 94.50%.
Pengaruh Produktivitas Tenaga Kerja Pada Proyek Pengembangan Trans Studio Mall Makassar Melani Utami Baso Pata; Junus Mara; Herby Calvin Pascal Tiyouw
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.v4i4.538

Abstract

ABSTRAK Produktivitas adalah suatu yang penting untuk semua tenaga kerja dalam menyelesaikan tugasnya masing-masing. Oleh karena itu, perhitungan mengenai produktivitas tenaga kerja penting dilakukan untuk mengontrol berjalannya suatu proyek konstruksi pada Proyek Pengembangan Trans Studio Mall Makassar. Penelitian ini bertujuan untuk mengetahui pengaruh produktivitas tenaga kerja pekerjaan bekisting kolom pada Proyek Pengembangan Trans Studio Mall Makassar. Bekisting kolom merupakan elemen penting yang tak terpisahkan pada sebuah proyek konstruksi. Bekisting berfungsi sebagai wadah beton yang sedang dibentuk yang kemudian dilepas ketika beton telah memenuhi standar yang telah ditetapkan. Pengumpulan data dilakukan dengan cara pengamatan langsung di lapangan, penelitian ini berlangsung selama 7 jam dalam 10 hari dan dilakukan observasi kepada 4 tenaga kerja yang bertugas dalam mengerjakan bekisting kolom Proyek Pengembangan Trans Studio Mall Makassar. Setelah dilakukan pengamatan dilapangan dan dilakukannya pengolahan data serta dilakukan perbandingan koefisien tenaga kerja dilapangan dan tenaga kerja SNI 7394-2008 mengenai koefisien tenaga kerja, hasil penelitian ini menunjukan bahwa adanya kenaikan produktivitas tenaga kerja dengan indeks tenaga kerja sebesar 33%. Untuk acuan perbandingan indeks produktivitas tenaga kerja, pada penelitian ini digunakan SNI 7394-2008 mengenai koefisien produktifitas tenaga kerja yang dibandingkan dengan produktivitas tenaga kerja dilapangan. Sehingga dapat disimpulkan bahwa produktivitas tenaga kerja bekisting kolom pada Proyek Pengembangan Trans Studio Mall Makassar produktiv dengan indeks produktivitas 1,33 terhadap produktivitas SNI 7394-2008.
Analisis Hasil Pengujian California Bearing Ratio Penambahan Slag Nikel Pada Tanah Lempung Patrick Setiawan Linga; Irwan Lie Keng Wong; Eltrit Bima Fitrian
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.v4i4.539

Abstract

Soil improvement on clay soils needs to be done because clay soils have a large water content, large pore numbers, large index plasticity, small volume weight, causing the carrying capacity of clay soils to be low. This study is intended to determine the analysis of the test results of the California Bearing Ratio of nickel slag additions on clay soils. The methodology in this research is to carry out various tests of soil characteristics after which planning the composition of the mixture, obtaining the optimum moisture content value from the Compaction test obtaining the soil carrying capacity value from the California Bearing Ratio (Unsoaked Design CBR) test. In the research conducted at the Soil Mechanics Laboratory, Faculty of Engineering, Department of Civil Engineering, Christian University of Indonesia Paulus Makassar, the results obtained showed the characteristics of the soil tested to meet as clay. In the compaction test at point 1 and point 2 using a mixture of variations of 0%, 20%, 25%, 30%, 35% experienced an increase in optimum moisture content and maximum dry density. At point 1, the increase in dry density in testing nickel slag content from 0% as much as 1,098 continued to increase in the addition of nickel slag up to 30% as much as 1,123 continued to increase in the addition of nickel slag levels up to 35% as much as 1,214. In the CBR test, namely CBR without immersion, there was an increase in the CBR value at point 1 or at point 2 where the CBR value at point 1 was 1.97%, 2.63%, 3.80%, 5.70%, 6.33% while the CBR value at point 2 was 2.24%, 2.60%, 3.23%, 3.97%, 5.17%. From the results of the study, it can be concluded that nickel slag can be used to increase the carrying capacity of clay soils because nickel slag can increase the CBR value of the soil.
Pemanfaatan Batu Sungai Laeya Kabupaten Konawe Selatan sebagai Campuran Stone Matrix Asphalt Halus Galantono Manggasa; Alpius; Elizabeth
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.v4i4.540

Abstract

The development of transportation is increasingly advanced in the world so that there are many vehicles that cross the highway so that the quality of road pavement needs to be improved. This study was intended to determine the quality of the Laeya river stone, Konawe Selatan Regency, in a fine mixture of stone matrix asphalt (SMA). The method used in this study is to test the characteristics of the aggregate and then design the composition of the fine stone matrix asphalt (SMA) mixture as well as the conventional Marshall test and the Marshall immersion test. The research results concluded that the aggregate originating from the Laeya river met the requirements as a material used in road pavement. From the results of the conventional marshall test using asphalt content of 6.00%, 6.25%, 6.50%, 6.75%, 7.00% the values ​​for stability, VIM, flow, VMA were obtained which met the general specifications of the 2018 Highways. From the marshall immersion test, the residual marshall stability value was obtained at 98.54% with an asphalt content of 7.00% and met the specified standards, namely at least > 90%.
Analisis Pemilihan Moda Perjalanan Penduduk Pada Perumahan Nusa Tamalanrea Indah Emanuel Laba; Rais Rachman; Louise Elizabeth Radjawane
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.v4i4.541

Abstract

Every movement made by the community cannot be fulfilled in one place so the community needs to go to a different place to be able to meet their needs by using means of transportation. The existence of the need for the activity ultimately prompts a person to choose the mode used. The purpose of this research is to find out the factors that influence the choice of travel mode of residents in Nusa Tamalanrea Indah Housing. Survey home interview through the dissemination of google form links to the residents of Perumahan Nusa Tamalanrea Indah is the method of data collection in this research and analysis using linear regression assisted by SPSS software. A factor that greatly influences the choice of mode in Nusa Tamalanrea Indah Housing, Makassar City is the number of working family members.
Pemanfaatan Batu Sungai Laeya Kabupaten Konawe Selatan untuk Stone Matrix Asphalt Kasar Rahmat Palebangan; Alpius; Elizabeth
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.v4i4.542

Abstract

In general, roads in Indonesia use several mixtures in their processing, such as stone matrix asphalt or also known as split mastix asphalt (SMA), namely hot mix asphalt concrete which maximizes the use of coarse aggregate and asphalt as a binder. This research is intended to utilize Laeya river stone in South Konawe Regency in a Coarse stone matrix asphalt (SMA) mixture. The method used in this research is to test the characteristics of the aggregate and then design the composition of the stone matrix asphalt (SMA) mixture as well as the conventional Marshall test and the Marshall immersion test. The research results concluded that the aggregate originating from the Laeya river met the requirements as a material used in road pavement. From the results of the conventional marshall test using asphalt content of 6.00%, 6.25%, 6.50%, 6.75%, 7.00% the values ​​for stability, VIM, flow, VMA were obtained which met the general specifications of the 2018 Highways. From the marshall immersion test the residual marshall stability value was obtained at 96.30% with an asphalt content of 7.00% and met predetermined standards, namely at least > 90%

Page 20 of 71 | Total Record : 706

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