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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 702 Documents
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Pemanfaatan Batu Gunung Limbong Kecamatan Rantepao Dalam Campuran Stone Matrix Asphalt Kasar Chelia Febriyani Timbonga; 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

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (424.514 KB) | DOI: 10.52722/pcej.v3i1.200

Abstract

In this study, using the aggregate from the Mount Limbong stone for a mixture of coarse Stone Matrix Asphalt. The research objective was to determine the aggregate characteristics and composition of the crude SMA. The results showed that the characteristics of the pavement material in the form of Limbong mountain rock, Rantepao District, met the specifications as a road pavement coating material. Through the conventional Marshall test, the characteristics of the mixture of rough Stone Matrix Asphalt (SMA) mixture with asphalt content are 6.00%, 6.25%, 6.50%, 6.75%, and 7.00%. Marshall Immersion test results obtained Remaining Marshall Stability of 94.16% with asphalt content of 7.00% fulfilling the requirements, namely> 90% in accordance with the General Specifications of Bina Marga 2018.
Kajian Penggunaan Batu Gunung Barani Untuk Bahan Campuran AC-BC Ivon Tambing; 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

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (404.156 KB) | DOI: 10.52722/pcej.v3i1.201

Abstract

This study aims to determine the characteristics of the Mount Barani rock, determine the composition of the AC-BC mixture and the remaining Marshall Stability in the AC-BC mixture by referring to the 2018 General Specifications. The results of this study indicate that the characteristics of the aggregates originating from Mount Barani, Manggau Village, have met specifications according to the 2018 Bina Marga Standard with a coarse aggregate composition design of 42.82%, 45.73% fine aggregate, 5.45% filler, and the optimum asphalt content is 6.00%. After doing the Conventional Marshall test, the characteristics of the asphalt mixture were obtained that had met all the standard specifications. Marshall Immersion (Marshall Stability Remaining) in the AC-BC mixture using the aggregate from Mount Barani, Manggau Village, meets the General Bina Marga 2018 standard / specification, which is at least 90%.
Karakteristik Beton Normal Substitusi Agregat Halus Bottom Ash Pada Perendaman Asam Sulfat Iksal Lagalung; Jonie Tanijaya; Suryanti Rapang Tonapa
Paulus Civil Engineering Journal Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (475.246 KB) | DOI: 10.52722/pcej.v3i1.202

Abstract

This study conducted a feasibility test for bottom ash as a concrete construction material. In this study, the percentage of fine aggregate bottom ash substitution of 0%, 25%, 35% can be used for concrete mixtures with pH-4 sulfuric acid soaking. With the test object used measuring 15 cm x 30 cm and 60 cm x 15 cm x 15 cm as many as 45 samples, using the American Concrete Institute (ACI) method. The test is a compressive strength test. tensile strength and flexural strength of concrete with a design quality of 30 MPa. At the age of 28 days, the compressive strength values were 32.727 Mpa, 33.859 Mpa, 36.782 Mpa. Concrete with substitution of bottom ash as fine aggregate with variations of 0%, 25% and 35% has increased strength as the percentage of bottom ash substitution increases where the higher the percentage of bottom ash substitution, the higher the strength of the concrete, so it can be said that the percentage of bottom ash substitution is directly proportional with concrete strength.
Sifat Mekanik Beton Mutu Tinggi Dengan Kombinasi Slag Nikel Dan Slag Baja Yoel Lian Tiranda; Herman Parung; 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

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (441.04 KB) | DOI: 10.52722/pcej.v3i1.204

Abstract

This study is intended to determine the composition of the concrete mixture, the strength of the concrete and the ratio of the strength of the concrete with the combination of nickel slag and steel slag as a substitute for fine aggregate and coarse aggregate. The percentage of use of nickel slag waste of 50% as a substitute for fine aggregate and steel slag waste varies from 0%, 15%, and 30% as a substitute for coarse aggregate in high quality concrete mixtures (f'c = 42 MPa). In this study, the mix design uses the SNI 03-2834-200 method. The specimens used were 36 cylinders with a diameter of 15 centimeters and a height of 30 centimeters and 9 beams with a size of 15x15x60. Tests made in 7 days, 21 days, and 28 days age variations. Based on the mechanical properties of the average concrete using steel slag waste as a substitution at 30% variation, the greatest results were 45.27 MPa, 4.91 MPa and 5.09 MPa respectively for compressive strength, split tensile strength and concrete flexural strength.
Pemanfaatan Limbah Nikel Sorowako Dalam Campuran Stone Matrix Asphalt Kasar Febe Priskila Supit; Robert Mangontan; Alpius
Paulus Civil Engineering Journal Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (352.312 KB) | DOI: 10.52722/pcej.v3i1.205

Abstract

Industrial development in Indonesia is very rapid and has a good impact on the economy of a region or country. However, the negative impact that can be generated from the industrial output is waste in a very large amount and not used for an activity that is beneficial to an area. The purpose of this study was to conduct tests to determine the utilization of Sorowako nickel waste in coarse asphalt stone matrix mixtures by using a variation of asphalt content of 6.00%; 6.25%; 6.50%; 6.75% and 7.00% and tested the efficacy of the mixture against the duration of immersion, temperature, and water. The method used is to perform various examinations and specific tests regarding the aggregate and then design the structure of the coarse SMA mixture and also the marshall examination to obtain the characteristics of the mixture and the marshall immertion examination to obtain the residual Marshall stability value using the optimum bitumen content. From the results of this study, it is known that the material in the form of nickel waste meets the standard requirements of the General Bina Marga 2018, and can be used as a mixture of road pavement. The asphalt content used in the Marshall SMA rough test was 6.00%, 6.250%, 6.50%, 6.75%, 7.00%. The marshall immertion value with a KOA value is 7.00% and the remaining marshall stability value is 95.55% which has met the requirements of the 2018 Highways General Specification, which is 90%.
Pengaruh Kalsium Karbonat (CaCO3) Sebagai Bahan Substitusi Semen pada Beton Mutu Tinggi Nobertus Rombe Seru; Jonie Tanijaya; Lisa Febriani
Paulus Civil Engineering Journal Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (389.984 KB) | DOI: 10.52722/pcej.v3i1.206

Abstract

The main constituent of cement is calcium carbonate. In concrete mixing, a materiaI that can be used as a substitute for partial cement is calcium carbonate. The purpose of this study is to determine the compressive strength, spIit tensiIe strength, and flexural strength of concrete using calcium carbonate as a substitute for partial cement in high quality concrete. The research methodology started from examining the characteristics of the aggregate, calcium carbonate, and mix design (SNI 03-2834-200), manufacturing of cylinder and beam specimens. The results show that the composition of the concrete mixture using calcium carbonate as a cement substitution indicates that the higher the percentage of variation in calcium carbonate will reduce the quality value of the concrete.
Penggunaan Batu Sungai Seriti Kabupaten Luwu pada Campuran AC-BC Valentine Mangetan; Robert Mangontan; Alpius
Paulus Civil Engineering Journal Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (333.239 KB) | DOI: 10.52722/pcej.v3i1.207

Abstract

Technology Development and Innovation in the Revolutionary Era 4.0 is needed, especially in innovating the use of local materials. The Seriti River material in Lamasi Timur Subdistrict, Luwu Regency, has great potential if it is used as material in road pavements, but until now these materials have been used only to build residential houses for local communities. The purpose of this study was to test the characteristics of the material, to analyze the AC-BC mixture using material from the Seriti river, Luwu Regency with variations in asphalt content of 5.00% 5.50% 6.00% 6.50% and 7.00% and to determine the resistance of the mixture. against temperature and water immersion with the Marshall Time Stability test. The results showed that the characteristics of the aggregate originating from the Seriti River, Luwu Regency, meet the specification standard as an AC_BC material. The composition design of the AC-BC mixture obtained the proportion of coarse aggregate 42.82%, thirsty aggregate 45.73%, filler 5.45% with optimum aspaI content of 6.00%. In this study, the Seriti River aggregate of Luwu Regency was used in the AC-BC mixture so that the aggregate characteristics must be known first. The characteristics of coarse aggregate, fine aggregate, asphalt and filler must meet the requirements contained in the General Specifications of Bina Marga 2018, therefore a series of Characteristics tests were carried out before designing the composition of the AC-BC mixture for the manufacture of AC-BC mixture test specimens. The test object will then be tested by Marshall to determine the characteristics of the AC-BC mixture. Through the MarshalI Immertion test, the residual MarshalI stability results were 96.61% with an aspiration level of 6.00%.
Pemanfaatan Batu Sungai Melli Kecamatan Baebunta Kabupaten Luwu Utara Dalam Campuran AC-WC Deamayes; Alpius; Charles Kamba
Paulus Civil Engineering Journal Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (388.784 KB) | DOI: 10.52722/pcej.v3i1.210

Abstract

Penelitian ini memanfaatkan agregat Sungai Meli untuk mengetahui konfigurasi campuran AC-WC serta dapat mengetahui karakteristik darinMarshall, Stabilitas Marshall yang tersisa pada campuran “AC-WC” dengan Spesifikasi Umum 2018 (Revisi 6) Departemen Umum Republik Indonesia dan Standar Pengujian SNI. Metode yang dibuat pada penelltian berupa karakteristik agregat halus, filler, agregat kasar serta aspal kemudian menyusun konfigurasincampuran lalu membentuk bendanuji, serta pengujian Marshall Konvensional. Dalam pembuatan benda uji metode KAO digunakan untuk mendapatkan Stabilitas Marshall Sisa (SMS). Hasil penelitian menunjukkan rencana konfigurasi yang terdapat dalam campuran “AC-WC” yang memakai bahannSungai Melli, merupakan, agregat halus 50,30%, filler 5,80%, agregat kasarn36,90%, dengan ketentuan ukuran kadarnaspal minimum 7,00%. dan nilai akhir dari pengujian MarshallnImmersion (Stabilitas Marshall Sisa) dengan campurannLaston Lapis Aus yang memakai agregatnSungai Melli mematuhi persyaratan Umum BinanMarga 2018, yaitu 97,72 % > 90n%.
Analisis Penjadwalan Pembangunan Intake Bendungan Karalloe Paket II Kabupaten Gowa dengan Metode PERT Gita Wulandari Silo; Josefine E Latupeirissa; Ari Kusuma
Paulus Civil Engineering Journal Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (408.681 KB) | DOI: 10.52722/pcej.v3i1.211

Abstract

Perencanaan waktu yang baik sangat dibutuhkan dalam penjadwalan proyek agar dapat dipastikan bahwa perencanaan proyek yang ditetapkan dapat tercapai dengan kesalahan paling kecil namun dengan hasil maksimal dengan mendayagunakan apa yang ada. Sebab itu, periode menjadi salah satu hal penting selain biaya untuk menyelesaikan suatu proyek. Jaringan kerja atau Network Planning adalah suatu cara manajemen dalam perencanaan serta pengendalian suatu proyek, yang menyajiakn jangka waktu pekerjaan suatu aktivitas dan waktu proyek serta menunjukkan keterkaitan masing-masing pekerjaan. Penelitian ini menggunakan modeI PERT (Evaluasi Program dan Teknik Pengulasan). ModeI PERT adaIah cara yang mempunyai tujuan untuk memprediksi berapa Iama sebuah proyek serta menghitung perkiraan kemungkinan waktu yang digunakan. DaIam menghitung besar te (time expectted) dari modeI PERT, membutuhkan informasi a (kejadian optimistic), b (kejadian pesimistik), m (kejadian yang sangat memugkinkan ada). Penelitian dilapangan berguna untuk menghasilkan time schedule. Dengan durasi perhitungan cara PERT, didapatkan durasi pembangunan Bendungan Karalloe Paket II Kabupaten Gowa menggunakan cara PERT. Dari Time Schedule kontraktor didapatkan waktu membangun bendungan sekitar 120 minggu. Pada perhitungan metode PERT didapatkan durasi paling cepat dapat diselesaikan selama 88 Minggu, paling lambat diselesaikan selama 151 Minggu dan paling mungkin diselesaikan selama 128 Minggu.
Karakteristik Campuran Laston Lapis Antara Yang Menggunakan Batu Sungai Balebo Kecamatan Masamba Deli Lukin; 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

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (467.538 KB) | DOI: 10.52722/pcej.v3i1.212

Abstract

Pada penelitian ini, agregat yang digunakan dalam campuran laston lapis antara yaitu agregat yang berasal dari sungaii Balebo kecamatan Masamba sehingga perlu diuji karakteristik agregatnya. Metode yang digunakan daIam peneIitian ini antara Iain menguji karakteristik agregat kasar, agregat haIus, aspal dan fiIIer dan harus memenuhi persyaratan yang mengacu pada spesifikasi umum Bina Marga 2018 (Revisi 6) Departemen Umum Republik Indonesia dan standard pengujian SNI, untuk itu dilakukan beberapa pengujian karakteristik sebelum melakukan rancangan komposisi campuran laston lapis antara untuk pembuatan benda uji campuran laston lapis antara. Setelah itu benda uji akan di uji Marshall untuk mengetahui karakteristik dari campuran laston lapis antara tersebut. Nilai Stabilitas Marshall sisa didapatkan melalui pengujian Marshall Imertion yang menggunakan kadar aspal optimum (KAO) dari hasil pengujian Marshall. Hasil penelitian karakteristik bahan parkerasan yang digunakan telah memenuhi persyaratan yang mengacu pada spesifikasi umum Bina Marga 2018 melalui hasil penelitian ini memperlihatkan bahwa agregat sungai balebo kecamatan masamba dapat digunakan sebagai bahan lapisan perkerasan jalan campuran laston lapis antara. Karakteristik campuran laston lapis antara didapatkan melalui pengujian Marshall dengan kadar aspal 5,00%, 5,50%, 6,00%, 6,50% , 7,00%. Pada kadar aspal optimum 6,00 % didapatkan nilai Stabilitas Marshall Sisa yaitu 96,87 % yang telah IoIos persyaratan yaitu ≥90 %.

Page 7 of 71 | Total Record : 702

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