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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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Effect of PIasticizer on Compressive and Tensile Strength of Concrete Maria Febryanti Tandiaju; Junus Mara; Suryanti Rapang Tonapa
Paulus Civil Engineering Journal Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

SIKA Viscocrete 1003 is a superpIasticizer for concrete mixtures in the form of Iiquid which can reduce water usage, thereby increasing the strength of concrete, on the other hand, using a superpIasticizer can change the condition of the concrete mixture to be easier to compact (workabiIity). This study aims to determine how much infIuence the addition of pIasticizer has on the compressive and tensiIe strength of the concrete and the segregation of the materiaI when mixing fresh concrete, with variations in adding pIasticizer of 0,3%, 0,4%, and 0,5% of the weight of cement. The test object used was a cyIinder with a size of fifteen cm x thirty cm, as many as twenty seven pieces. The method used in concrete mix pIanning is the ACI 211.1-98 method. The resuIts showed that the addition of pIasticizer up to 0,5% in the normaI concrete mixture did not significantIy affect the increase in the compressive strength and tensiIe strength of the concrete, as weII as the resuIts of materiaI segregation examinations in fresh concrete which showed a Iow sIump vaIue. The percentage increase in the maximum compressive strength of concrete is 5% with the addition of variations in the addition of pIasticizer from 0,3% to 0,5%. WhiIe the tensiIe strength of concrete has increased by 7,2% with the addition of variations of the same pIasticizer.

Pemanfaatan Batu Gunung Sopai Kabupaten Toraja Utara Dalam Campuran Laston Lapis Aus Wadyansah Pabisa; Alpius; Charles Kamba
Paulus Civil Engineering Journal Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This research study is intended to obtain the characteristic test results of the Laston Lapis Aus Sopai mountain rock which aims to determine the characteristics of laston lapis wear. According to the laboratory test, the method used in this research is to perform several characteristic tests, namely coarse aggregate, fine aggat, fiIIer with aspaI, then design the composition and then test MarshaII with a mixture of Laston Lapis Aus and optimal aspaI levels, the remaining MarshaII stability from the mixture is obtained. The result of the research on pavement form materials for the Sopai rock road in North Toraha Regency has fulfilled the 2018 General Bina Marga Provisions, as a layer of the road surface. From the results of the tests that have been carried out for Laston layers of Aus with levels of 5.50%, 6.00%, 6.50%, 7.00% and 7.50%. The results of the Marshall Laston Lapis Aus immersion test for the best bitumen content of 7.50%, the remaining Marshall stability is 99.35%, which is included in the requirements, namely at least 90%.

Karakteristik Campuran AC-BC Yang Menggunakan Batu Sungai Sadang Kelurahan Batupapan Kecamatan Makale Ardianto Palimbunga Pabia; Alpius; Monika D.M Palinggi
Paulus Civil Engineering Journal Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This research was conducted to determine the characteristics of the AC-BC mixture where the materiaI used came from the Sadang River rock, Batupapan Sub-district, MakaIe District, which went through a Iaboratory testing process. In the Iaboratory, the tests carried out incIude testing the characteristics of the aggregate, which in this test can be further divided into 3 tests, nameIy testing the characteristics of coarse aggregate, fine aggregate and fiIIer. After the aggregate characteristic test is carried out, the next test is the asphaIt characteristic test. Then do the design of the composition of the mixture in such a way as to get the totaI mixture to be made of the test object which is processed through ConventionaI MarshaII testing which aims to make KAO test objects. The KAO specimen that has been tested wiII be worked on to obtain the Remaining MarshaII StabiIity. From the MarshaII test resuIts, it was found that the vaIue for the characteristics of asphaIt was 5% to 7% which had passed the test based on the predetermined standard, nameIy the Bina Marga standard. So the use of aggregates from the Sadang River can be used for testing asphaIt mixtures. The yieId of residuaI MarshaII StabiIity (SMS) of 97.78% was obtained from the MarshaII immersion test and the optimum asphaIt content for AC-BC used was 6%. The concIusion that can be drawn is that the use of aggregates from the Sadang River, Batupapan Sub-district, MakaIe District, Tana Toraja meets the GeneraI Specifications of the 2018 Highways Specifications to become a materiaI that can be used in road pavement.

Pemanfaatan Limbah Cangkang Telur Sebagai Bahan Substitusi Semen Pada Beton Agnes Sentani Klau; Frans Phengkarsa; Olan Jujun Sanggaria
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Technological developments can have positive and negative impacts on everyday human life. The most common negative impact is the waste generated from every human activity. Most of this waste is simply dumped into nature without treatment. One of the most common waste found is eggshell waste. The amount of eggshell waste continues to increase, but it is not managed and not used optimally so that the waste needs to be processed, such as utilizing the eggshell waste in a concrete mixture. This study aims to determine the effect of using eggshell waste as a cement substitution material with variations of eggshell waste powder of 0%, 4%, 6% and 8% on the strength of the concrete. The quality of the concrete plan (f'c) in this study is 25 MPa. From the results of the study, the compressive strength of concrete was 27.351 MPa, 25.842 MPa, 23.201 MPa and 21.504 MPa, the value of the split tensile strength of concrete was 2.712 MPa, 2.499 MPa, 2.264 MPa and 2.146 MPa, the value of the modulus of elasticity. concrete were 21912,043 MPa, 17437.327 MPa, 14447,336 MPa and 12290.684 MPa, respectively. From the results of this study, it is known that concrete using eggshell waste powder as a cement substitution material with variations of 0% and 4% can meet the quality of the concrete plan.

Evaluasi Penerapan Manajemen Waktu Pada Proyek Pembangunan Ciputra School of Business Makassar Bona Eirene Mangape; Josefine E Latupeirissa; Lintje Tammu Tangdialla
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The construction world there are still many projects whose implementation does not match the specified time. Therefore, it is necessary to evaluate the application of time management in the construction project of the Ciputra School of Business building which experienced delays in several sub-sections of work. The research method used in this research is descriptive analysis method. From the results of the study, it can be seen that in the implementation of the S-curve project it is used as a time schedule in monitoring progress and scheduling work, contractors need to do work in parallel with the fast tracking acceleration method and apply overtime so that weekly and monthly targets are met. From the results of the analysis, it can be concluded that the control uses the S-curve where the baseline is carried out every three months for 1 year during the implementation period.

Penggunaan Limbah Beton Sebagai Agregat Pada Campuran Stone Matrix Asphalt Halus Grace; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Concrete waste in Indonesia in general has not been used properly and is left without any handling which will cause its own problems for the environment, therefore it needs processing so that it can be used as a more useful material. This study aims to determine the characteristics of the concrete waste to be used in the Stone Matrix Asphalt mixture, determine the composition of the Stone Matrix Asphalt mixture using concrete waste and determine the ability of the mixture to influence temperature and water after immersion. The research methodology uses the Conventional Marshall method to obtain the characteristics of the waste concrete used in the mixture of Stone Matrix Asphalt and Marshall Immersion to obtain the Marshall Residual stability value. The results showed that the aggregate characteristics of the waste concrete met the requirements for the mixture of road pavements. Based on the mixed composition design, the composition of the mixture obtained for asphalt content is 6.00%, coarse aggregate is 69.50%, fine aggregate is 16.00%, and filler is 8.50. The use of a mixture of Stone Matrix Asphalt Smooth through testing Characteristics of the Conventional Marshall mixture obtained Stability, Meltability (flow), Void In Mix (VIM), Void In Mix Aggregate (VMA) values, meet the specifications, Marshall Immersion test results obtained an immersion index of or Residual Strength 92.02% means that the mixture is resistant to the duration of immersion.

Penggunaan Geotextile Sebagai Perkuatan Pada Silinder Beton Mutu Normal Febrialdo Pratama Salinding; Jonie Tanijaya; Benny Kusuma
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Because of the transformation of the load of an arrangement on the building infrastructure can receive the load outside the original plan, for that it is necessary to strengthen the structure so that the structure of the building remains safe. In this study the use of woven &non-woven fibers in new concrete is expected to increase strong press, strong tensile and modulus elasticity to conventional concrete. The mix design of the study uses the American Concrete Institute (ACI) method. The test sample of 36 was then divided into 3 variations. The results of this study have shown the addition of strong press, strong pull, and modulus elasticity. Strong press for woven increased 29.485% % and non-woven increased 7.296%, strong pull for woven increased 24.633% and non-woven increased 5.285%., modulus elasticity for woven increased 20,924% and non-woven increased 9.356%. For the comparison of both materials, woven is stronger than non-woven.

Produktivitas Peralatan Konstruksi Pada Proyek Jaringan Irigasi D.I Baliase Kanan 2 (Paket IV) Kabupaten Luwu Utara Daktorian Geseng Pongtimbang; Junus Mara; Ari Kusuma
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The use of construction equipment is very influential on the work in the world of civil engineering, in this case especially heavy equipment. As an effort to increase agricultural production in South Sulawesi province, the Ministry of Public Works and Public Housing (PUPR) further expanded the irrigation network whose source came from the baliase dam in North Luwu Regency. In the construction of this irrigation network, the work process is still at the stage of scattering and compacting the soil using 4 tools, namely Excavator, Dump Truck, Dozzer, and Vibrator Roller. This research is carried out by quantitative methods by way of direct observation on the ground. Data processing is done to find out the productivity of each tool and see if the equipment used in the soil scattering and compaction work is in sync. Based on the results of the study, excavator productivity was 631,299 m3 / hour, DumpTruck was 335.69 m3 / hour, Dozer 603,405 m3 / hour, and Vibrator Roller 4987.5511 m3 / hour. From the results it can be seen that the productivity on the equipment used is out of sync which results in idle time on some tools, therefore the calculation of tool synchronization is carried out. From the results of calculations obtained that there is an addition of tools on dump trucks as many as 10 units to reduce idle time on construction equipment.

Pemanfaatan Batu Sungai Apanang Kecamatan Marioriwawo Kabupaten Soppeng Sebagai Agregat Pada Campuran AC-BC Randi Frimus Madallo; Robert Mangontan; Alpius
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Road construction generally uses materials that come from nature and until now almost all road infrastructure works have brought in materials from other places. This study was intended to test the characteristics of the AC-BC mixture using the Apanang River aggregate based on laboratory testing. The test method used is the conventional marshall test which is used to obtain the KAO value, after that, the test object is made for the KAO to obtain the Marshall Residual Stability. The test results show that the aggregate characteristics of the Apanang River, Soppeng Regency, meet the Bina Marga Specifications standard as an ingredient for the AC-BC mixture. In accordance with the results of the conventional Marshall test, the values of VIM, VMA, stability, flow and VFB meet the General Specifications of Highways in 2018. And from the results of the Marshall Immersion test, a value of 92.59% is obtained with an asphalt content of 6.00% and has met the General Specifications. Highways in 2018.

Analisis Pengaruh Penempatan Balok Anak pada Perencanaan Pelat Lantai Gedung Toko Satu Sama Karel Agung; Jonie Tanijaya; Olan Jujun Sanggaria
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

One model of structural planning that can be used to make the building structure efficient is to add the secondary beams. Based on these assumptions, this paper is made to analyze the effect of placing secondary beams on the floor structure of the building to determine the efficiency that occurs to the thickness of the slab and the reinforced concrete material used. In the case of planning the Toko Satu Sama building on Jl. Perintis Kemerdekaan City Makassar floor plan is given one secondary beam on the x-direction and produces a plate thickness of 150 mm. The floor plan is re-planned by making a floor plan without secondary beams, a floor plan with y-directional secondary beams and a floor plan with x-and-y secondary beams. The bending moment that occurs on the floor plate is calculated using the 1971 PBI method, but still considering the latest provisions in SNI 2847, 2019. The results of the calculation showed that the floor plan with the pattern of placement of secondary beams in the direction of x and y (h = 120 mm) can streamline the plate by 20% of the thickness of the plate with the pattern of placement of the secondary beam in the direction of x. In line with that, concrete needs can be effective by 15,359 % (12,284 m3). Even if it has more reinforcement needs, the pattern of placement of secondary beams in the direction of x and y is the most efficient pattern.English translation.

Page 12 of 71 | Total Record : 706

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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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Kota makassar,

Sulawesi selatan

INDONESIA

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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