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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 20 Documents
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Search results for , issue "Vol 4 No 4 (2022): Paulus Civil Engineering Journal Volume 4 No. 4" : 20 Documents clear
Durabilitas Campuran AB-BC Yang Menggunakan Batu Sungai Lawaoo Kecamatan Lalabata Kabupaten Soppeng Hendra Pabisa; Alpius; Monika D.M Palinggi
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.v4i4.548

Abstract

In bending pavements, it is necessary to know the level of durability of a concrete asphalt mixture against its durability value, for example, it is often seen in road pavements now the level of durability or durability value is minimal this is due to factors from weather such as rain, then the pavement becomes easily cracked. Therefore, the Lawaoo River stone is used in Lalabata District, which is one of the rivers in Soppeng Regency, which functions as material collection in soppeng regency itself. The use of this material is used by local communities as building construction materials because the material is used more efficiently in terms of cost.The test method carried out is the Marshall test with the intention of obtaining the Stability and Flow values used to obtain the Durability value. The average durability value at each 12-hour soaking; 24 hours; 36 hours; 48 hours; and 60 hours is 97.59%-84.70%. In terms of soaking results, it is concluded that the lowest AC-BC mixed test object from 12 hours to 36 hours is still at the durability value limit (97.59%-90.00%) and 48 hours to 60 hours has passed the minimum durability value limit (89.99%-84.70%).
Pemanfaatan Agregat Sungai Messawa Kabupaten Mamasa Dalam Campuran AC-BC Roinaldy Sangle; Alpius; Ari Kusuma
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.v4i4.549

Abstract

Aggregate is one of the most needed mixed materials in a pavement layer, therefore aggregate before being used in road pavement mixtures must be examined first for its characteristics, especially in mixed AC-BC concrete. Examination/testing of characteristics is carried out using the Conventional Marshall method based on the General Specifications of Highways 2018, the purpose of the test is to obtain an KAO value, then a test object is made for KAO to obtain a Residual Marshall Stability value. And the results of inspection/testing of the aggregate originating from the Messawa River, Mamasa Regency have met the specified standard specification requirements, that it can be used in the AC-BC mixture. Based on the Conventional Marshall test the Stability, VIM, Flow, VMA and VFB values obtained have met the specification standards. For the Marshall Immersion inspection, the value obtained was 95.24% with an asphalt content of 6%, where this value met the 2018 General Highways Specifications standard
Variasi Suhu Pemadatan Campuran AC-Base Menggunakan Batu Sungai Seriti, Kabupaten Luwu Sandhika Yuda Panggara; Alpius; 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.v4i4.550

Abstract

Many transportation infrastructures, namely roads, have been damaged in Indonesia, one of the causes is the asphalt compaction process that is not in accordance with the temperature in the field, so a test is needed on variations in collision temperature. Seriti has a source of material in the form of river stone and has met the 2018 Bina Marga Standard (Parerung, 2020), so the material from the Seriti river is very suitable for reuse in this study. The methodology in this study is the Conventional Marshall test to obtain the optimum temperature and Marshall Immersion test to obtain Marshall Residual Stability (SMS)/Durability. This study used a mixture of AC-Base with variations in compaction temperature 90℃, 100℃,110℃,120℃ and 130℃ and asphalt content of 4.5%. Based on the results of the analysis of the variation of compaction temperature 90℃, 100℃,110℃,120℃ and 130℃ obtained stability value 2315,7 kg, Flow 4,20 mm, VIM 3,14%, VMA 13.95% and FVB 75, 57%. Based on the results of this research, it can be concluded that the optimum temperature obtained is 130℃ which meets the 2018 Highways Specifications.
Penggunaan Abu Batang Padi sebagai Bahan Tambah pada Campuran AC-BASE Menggunakan Batu Sungai Parekaju Kabupaten Luwu Maylki Datu Bara; 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.v4i4.551

Abstract

The rest of the rice farm such as rice stalks are simply thrown away and not utilized optimally while the availability is very abundant during the harvest season. Based on a study source, it is known that the main component of the cell wall in rice stems contains high silica, which is 70.8% so that this large enough content makes rice stems a potential source of silica to be used in the laston AC-BASE mixture to increase compressive power on asphalt. This research was conducted to find out how the effect of adding rice stem ash to the laston mixture by referring to the provisions of the 2018 Bina Marga. From testing using 5 variations in levels, an increase in flow values, a decrease in VMA and VIM, a significant increase in stability and VFB were obtained. All test results in this study are in accordance with the provisions of Bina Marga.
Pengaruh Penambahan Styrofoam pada Campuran AC-WC Menggunakan Batu Sungai Pattunuang Maros Sukur Dian Permasi; Alpius; 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.v4i4.552

Abstract

This study focuses on knowing how the effect of adding Styrofoam as an additive added to the AC-WC mixture using Pattunuang River Stone, Maros Regency as a material, the research method used is a series of conventional Marshall tests, the results of the research with the plan to add variations in Styrofoam content 0%, 1 %, 2%, 3%, 4% with a composition of 36.90% coarse aggregate, 50% 30 fine aggregate, 5.8% filler, with varying levels of asphalt used 5.5% so as to obtain the characteristics of the AC-WC mixture in the test Conventional marshall obtained Stability, flow, VIM, VMA and VFB meet the 2018 Bina Marga Specifications.
Karakteristik Campuran AC-BC Dengan Menggunakan Bahan Tambah Plastik PVC Alfianus Hanssel; 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.v4i4.553

Abstract

Plastik PVC sangat banyak dijumpai dilingkungan sekitar kita dan merupakan salah satu penyebab kerusakan unsur tanah, oleh karena itu dilakukan pemanfaatan plastik PVC sebagai bahan tambah. Penelitian ini dimaksudkan untuk studi karakteristik campuran AC-BC dengan menggunakan bahan tambah plastik PVC untuk mengurangi limbah plastik PVC yang sulit terurai. Metode dalam penelitian ini adalah melakukan tes Uji Marshall guna mendapatkan nilai Stabilitas Marshall Sisa (SMS dengan penggunaan kadar plastik PVC 0% sampai dengan 4% dengan penambahan 1%. Dari penggunaan 5 variasi kadar plastik PVC ini diperoleh kesimpulan bahwa pengaruh penambahan bahan tambah plastik PVC pada campuran AC-BC melalui karakteristik Marshall konvensional yaitu meningkatkan nilai Stabilitas dan VFB, serta menurunkan nilai VIM, VMA dan Flow. Juga diperoleh hasil karakteristik campuran AC-BC yang menggunakan bahan tambah plastik PVC melalui pengujian Marshall Konvensional diperoleh karakteristik VIM, Stabilitas, VMA, Flow, VFB memenuhi Spesifikasi. Dengan pengujian Marshall Immersion diperoleh nilai Stabilitas Marshall Sisa sebesar 96,53% pada kadar bahan tambah plastik PVC 4%.
Karakteristik Campuran Laston BC Menggunakan Batu Sungai Cikkee Kecamatan Lalabata Kabupaten Soppeng Maryadi Anan Lalembang; Alpius; Wona Grace Boro
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.v4i4.554

Abstract

Roads are economic supporting infrastructure that connects an area with other areas that are used by the general public and passed by various kinds of vehicles. With the increase in population, there is also an increase in the volume of vehicles and loads passing over the road pavement structure. The development of technology in the field of road traffic and pavement so that good aggregate quality is needed in a mixture of road pavement structures that have good durability and are not easily damaged. Therefore, it must be tested for aggregate characteristics, especially for Laston BC before use. This study was designed to test the characteristics of the BC concrete asphalt layer mixture with the use of Cikkee River stones, Lalabata District, Soppeng Regency with the use of variations in asphalt content of 0.50% addition, namely the range of 5% to 7% using the Conventional Marshall and Immersion tests. The test results showed that the value of the characteristics of the mixture using Cikee River stones in the form of stability, flow, VIM, VMA and VFB for conventional Marshall test results met the specifications. For the Marshall Immertion test, a residual Marshall Stability (SMS) value of 93.7% was obtained with the use of an optimum asphalt content of 6% meeting the specifications required by Bina Marga.
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.

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