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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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Pengaruh Limbah Karbit / Calcium Carbit Sebagai Bahan Substitusi Semen Pada Beton Liberty Juniasy Somalinggi; Frans Phengkarsa; Lisa Febriani
Paulus Civil Engineering Journal Vol 2 No 4 (2020): Volume.2 No.4, Desember 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This study utilizes carbide waste as a partial substitute for cement in the manufacture of beons which aims to determine the optimum value of adding carbide waste which functions as a partial cement substitute for compressive strength, split tensile strength, and modulus of elasticity of concrete. Variations of carbide waste are 0%, 4%, 6%, and 8%. The sample used was a cylinder with a diameter of 15 cm and a height of 30 cm as many as 72 samples. The compressive strength test was carried out at the age of 3 days, 7 days, 14 days, 21 days, and 28 days, and the split tensile strength and modulus of elasticity were tested at the age of 28 days. The results showed that the concrete with 4% carbide waste obtained the optimum test results for all tests.

Pengaruh Penambahan Bubuk Gypsum Pada Tanah Lempung Terhadap Uji California Bearing Ratio (CBR) Desgian Malle’ Pangadongan; Rais Rachman; Irwan Lie Keng Wong
Paulus Civil Engineering Journal Vol 2 No 4 (2020): Volume.2 No.4, Desember 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

In Indonesia, there are many building constructions with poor soil condition. Therefore, the land needs to be stabilized in order to meet the necessary technical requirements. One method of improvement is adding chemical mixing materials such as gypsum. One of the parameters that can be seen on good soil soil is bearing capacity. The bearing capacity of the soil can be determined by testing the California Bearing Ratio (CBR). Aims of this study was to determine the physical properties of clay soil and to analyse the effect off adding gypsum powder to clay soil on the CBR Value. The results of the research are the largest CBR value occurred in soil samples mixed with gypsum powder as much as 8% where point 1 the CBR value was 5,67% and point 2 was 4,13%.

Pengaruh Penambahan Pasir Pantai Pada Tanah Dengan Uji Dynamic Cone Penetrometer Imanuel Ali Nur Sinala Amaral; Irwan Lie Keng Wong; Helen A.I. Sopacua
Paulus Civil Engineering Journal Vol 2 No 4 (2020): Volume.2 No.4, Desember 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This study was intended to determine the effect of adding beach sand to clay soil on the Dynamic Cone Penetrometer (DCP) test. The methodology in this research is testing soil characteristics, composition of the Proctor Standard test mixture and Dynamic Cone Penetrometer testing. The results showed that the soil met the characteristics of a clay soil. From the Proctor Standard test on a mixture variation of 0%, 7%, 14%, 21%, there was an increase in the optimum moisture content and the maximum dry density. From the Dynamic Cone Penetrometer (DCP) test, the CBR value increased at each additional variation from 0% to 21%. Beach sand increases the CBR value of the soil so that it can be used to increase the bearing capacity of clay soil.

Pengaruh Penggunaan Bottom Ash Sebagai Pengganti Semen Dengan Perendaman NaCl Terhadap Sifat Mekanik Beton Stefanny; Jonie Tanijaya; Suryanti Rapang Tonapa
Paulus Civil Engineering Journal Vol 2 No 4 (2020): Volume.2 No.4, Desember 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Based on Government Regulation (PP) No. 101 of 2014 bottom ash is categorized as hazardous and toxic waste (B3). Therefore, the author utilizes bottom ash waste as an alternative substitution of concrete mixture material to reduce environmental pollution. Most of the earth's surface is marine territory, the most dominant salt element contained in seawater is NaCl which is known to be aggressive towards concrete. This study was conducted to find out the influence of bottom ash percentage on concrete mixture. From the results of the study obtained a strong value press 28 days in a row of 26,031 MPa, 25,182 MPa, and 23,201 MPa. Based on this research, it can be known that the mixture of concrete with bottom ash substitution causes concrete to decrease strength as the percentage of bottom ash substitution increases.

Pengaruh Fly Ash Dan Bottom Ash Sebagai Bahan Substitusi Pada Beton Marlyana Antika Pagau; Jonie Tanijaya; Desi Sandy
Paulus Civil Engineering Journal Vol 2 No 4 (2020): Volume.2 No.4, Desember 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Generally, factory waste cannot be disposed of directly because it can pollute the environment. In the city of Makassar, South Sulawesi, to be precise at PT. Makassar Tene uses coal as factory fuel, where the rest of the coal combustion produces fly ash and bottom ash waste which requires processing before disposal. This study aims to determine the value of compressive strength, split tensile strength and flexural strength of concrete and to determine the effect of the percentage of fly ash and bottom ash substitution in the concrete mixture. This research was conducted using the American Concrete Institute (ACI) method with a design quality of 23 MPa. Based on this research, it can be seen that the concrete mixture with fly ash and bottom ash substitution causes the concrete to experience a decrease in strength as the percentage of bottom ash substitution increases.

Pemanfaatan Batu Sungai Sa’dan Toraja Utara Sebagai Campuran Stone Matrix Asphalt Halus Riki Adi Jansen; Nur Ali; Rais Rachman
Paulus Civil Engineering Journal Vol 2 No 4 (2020): Volume.2 No.4, Desember 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The Sa'dan River in Pangli, Sesean District, is one of the rivers in North Toraja Regency which has a source of stone which can be used as road pavement material. However, the material has never been tested labotarium as one of the requirements to be used as a material for pavement especially the mixture of Stone Matrix Asphalt (SMA). The purpose of this study was to determine the use of the Sa'dan river stone as a mixture of Fine Asphalt Stone Matrix using variations of asphalt content of 6.00%, 6.25%, 6.50%, 6.75% and 7.00%. The specifications used are the Specifications of Bina Marga 2018 Division 6 Revis1 1. Based on the results of testing stones from the Sa'dan river, Pangli sub-district, Sesean District, North Toraja Regency, it can be used as a material for a fine mixture of Stone Matrix Asphalt (SMA). The asphalt content that can be used in this mixing, can use asphalt levels between 6% to 7% but to get a more water-resistant mixture can use an asphalt content of 7%. The results of the Marshall immersion test using 7% asphalt content was 96.30%, this indicates that the mixture will withstand immersion for 24 hours.

Pengujian Karakteristik Campuran AC-BC Yang Menggunakan Batu Gunung Baba, Tana Toraja James Alfrian; Alpius; Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This study was intended to determine the aggregate characteristics of the Batu Gunung Baba Tana Toraja Regency in the AC-BC mixture. The method is to conduct a series of characteristic tests for coarse, fine, and filler aggregates then design the composition of the AC-BC mixture and Marshall test to obtain the characteristics of the mixture and test the Marshall Immersion to obtain Marshall Stability The optimum residual bitumen content mixture. The results showed that the characteristics of the pavement material in the form of Mount Baba stone met the specifications as a road pavement coating material. Through the Marshall test, the characteristics of the AC-BC mixture were obtained with asphalt content of 5.0%, 5.50%, 6.0%, 6.50%, 7.0%. The results of Marshall Immersion test for AC-BC mixture with optimum asphalt content of 5.50%, obtained the remaining Marshall Stability of 96.47% fulfilling the 2018 Highways Specification, which is at least 90%.

Penggunaan Agregat Kasar Batu Gunung Salubue Terhadap Beton Mutu Tinggi Deo Saldi Tanga; Frans Phengkarsa; Desi Sandy
Paulus Civil Engineering Journal Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Aims of this study is to determine the characteristics and high quality concrete of coarse aggregate originating from Mount Salubue. The test uses a cylindrical specimen with a height of 30 cm with a diameter of 15 cm and a beam of 60 x 15 x 15 cm, on the mechanical properties of the concrete. The number of specimens is 20 cylindrical specimens and 4 beam specimens. The design of the composition of the constituent materials of concrete uses the SNI 03-2834-2000 method. The results showed that the relationship between compressive strength and split tensile strength is 7.323% to the compressive strength value, and the relationship between compressive strength and flexural strength is 11.104% to the compressive strength value. The characteristics of the coarse aggregate of Mount Salubue meet the SNI standards as a concrete mixture and meets the compressive strength of the plan.

Pemanfaatan Batu Sungai Batupapan Kabupaten Luwu Dalam Campuran Laston Lapis Pondasi Yorlan Victor Padatu; Alpius; Monika D.M Palinggi
Paulus Civil Engineering Journal Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The availability of stones in the Batupapan River and when examined meets the Highways Standard to be used as a mixture of pavement for paving so that the people around Telluwanua District, Luwu Regency and Palopo City can use it to improve the community's economy and support the availability of materials for the government. The purpose of this study was to determine the use of Batupapan River Stones in Telluwanua Subdistrict, Luwu Regency as a mixture of Laston Layer Foundation (AC-BC) by testing the characteristics of the material used and testing the resistance to water immersion by analyzing the remaining Marshall Stability. The method used is an experimental method that is carried out at the Road and Asphalt Laboratory of the Civil Engineering Study Program of Paulus Indonesia Christian University. The results of testing the characteristics of the Laston Lapis mixture of the foundation and the characteristics of the asphalt mixture are all in accordance with the specifications or standards used. For conventional Marshall testing the characteristics, stability, fluidity, VIM, both VMA and VFB meet all specifications issued by the Director General. The results of the Marshall Bina Marga immersion test in the general specifications of Bina Marga Bina Marga 2018 Division 6 and the remaining Marshal Stability Value (SMS) used below the optimum asphalt content (KAO) of 5.00% is 98.04%, so it can be said that the general specifications on Bina Marga 2018, because the value is not less than 90%.

Penggunaan Batu Gunung Patangdo Kapa’ Kabupaten Tana Toraja Dalam Campuran AC-BC Noviana Debi; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The purpose of this study was to laboratory test the use of Mount Patangdo Kapa 'Rock in Tana Toraja Regency as a mixture of AC-BC by varying the use of asphalt with a content of 5.50% 5.50% 6.50% 6.50% 7.00% and testing the resistance. The mixture to immersion temperature. The methodology in this study used a method consisting of a series of characteristic tests for coarse, fine, filler, and asphalt aggregates, then designing the composition of the mixture, then proceeding to make the test object, namely the AC-BC mixture through the MIX Design experiment to obtain the value of the Residual Strength Index using the optimal asphalt content. . The results show that the characteristics of the pavement material in the form of Patangdo Kapa 'Mountain Rock'Tana Toraja Regency have met the 2018 Highways Standard Specification as material in road pavement, especially in AC-BC mixture through testing with characteristics and with asphalt content of 5.00%, 5.50%, 6.00%, 6.50%, and 7.00%. Marshall immersion test results of AC-BC mixture using optimum asphalt content of 6.00% obtained a residual strength index (IKS) / durability of 93.47%. So this shows that the test meets the requirements of at least 90% and meets the 2018 Highways Specifications.

Page 6 of 71 | Total Record : 706

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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

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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