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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 702 Documents

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Pemanfaatan Agregat Sungai Mawa Kecamatan Cendana Dalam Campuran AC-WC Irene Sion Kondo Sosang; Alpius; Rais Rachman
Paulus Civil Engineering Journal Vol 2 No 1 (2020): Volume 2 No.1, Maret 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This research is intended to examine the characteristics of AC-WC mixture by utilizing aggregates from the Mawa river, Cendana District. The method in this research is to conduct a series of characteristics testing in the form of fine aggregates, coarse, and fillers then design the composition of the mixture then manufacture test specimens in the form of AC-WC mixture and Marshall test to obtain the mixture characteristics and Marshall Immersion test to obtain an Immersion Index (IP) / Index Residual Strength (IKS) / Durability of mixes with optimum asphalt content. The results of the study showed that the characteristics of the pavement material in the form of aggregates from the Mawa river, Cendana District meet the specifications as road surface lining materials. Through the Marshall test the AC-WC mixture characteristics obtained with asphalt content of 5%, 5.5%, 6%, 6.5%, 7% meet the requirements issued by the Directorate General of Highways of the Ministry of Public Works of the Republic of Indonesia, General Specifications 2018. Results Marshall Immersion testing of AC-WC mixture at optimum asphalt content of 7% gets an Immersion Index (IP) / Residual Strength Index (IKS) / Durability of a mixture of 94.81% which means it exceeds the boundary requirement of ≥ 90% so the mixture is resistant to immersion in water .

Pemanfaatan Batu Gunung Ambeso Pada Campuran AC-Base Irpan; Robert Mangontan; Alpius
Paulus Civil Engineering Journal Vol 2 No 1 (2020): Volume 2 No.1, Maret 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This research is intended for testing the characteristics of AC-BASE mixes using Ambeso volcano rock. The method in this study is to conduct a series of rough, fine, and filler aggregate characteristics test and then design an AC-BASE mixture composition and Marshall testing to obtain mixture characteristics and Marshall immertion tests for obtain immersion index (IP) / residual tightness index (IKS) / durability of the optimum asphalt mixture. The results of research conducted at the Road and Asphalt Laboratory of the Faculty of Civil Engineering, Indonesian Christian University Paulus Makassar, showed that the characteristics of pavement materials in the form of ambeso mountain stone, gandangbatu sillanan sub-district met specifications as road pavement coating materials. Through the Marshall Test obtained the characteristics of a mixture of AC-BASE with asphalt content of 4.5%, 5%, 5.5%, 6%, 6.5%. The results of the Marshall immertion test of Laston AC-BASE mixture with optimum asphalt content of 5% obtained an Immersion Index (IP) / Residual Strength Index (IKS) / Durability of 96.06% meeting the requirements of at least 90%, meet the 2018 Highways Specifications.

Tinjauan Perencanaan Terowongan Pengelak Bendungan Karalloe di Kabupaten Gowa Selyn Angelyca Simatupang; Benyamin Tanan; Melly Lukman
Paulus Civil Engineering Journal Vol 2 No 1 (2020): Volume 2 No.1, Maret 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This study aims to review the planning and design of the Diversion Tunnel at the Karalloe Dam. Calculation of design rainfall analysis uses three methods namely the Gumbel Method, the Pearson Type III Log Method, and the Normal Log. The flood discharge was analyzed by the Nakayasu Synthesis Unit Hydrograph Method. Planning the Karalloe Dam Circular Tunnel is designed using a horseshoe shape, with a tunnel length of 583 m, tunnel diameter of 6 m with a height of energy loss in the tunnel of 27 m. The results showed that flood tracking with a 25 year return flood of 492,333 m / sec using a circular tunnel design obtained a tunnel diameter of 6.25 m, with a height of energy loss of 25.741 m, and a planned height of the cofferdam lighthouse +205,241 m

Studi Penggunaan Agregat Sungai Bittuang Sebagai Bahan Campuran AC-WC Nilamsari Wendani; Mary Selintung; Alpius
Paulus Civil Engineering Journal Vol 2 No 2 (2020): Volume 2 No.2, June 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The purpose of this study was to determine the aggregate characteristics of the Bittuang River, determine composition of the AC-WC mixture and find out the Marshall characteristics, the remaining Immersion Index in the AC-WC mixture. The methodology in this research was to conduct a series of characteristics testing in the form of coarse aggregates, fine aggregates, fillers,and asphalt and then design a mixture composition then make test specimens in the form of AC-WC and Marshall Conventional testing. The results showed that the aggregate characteristics originating from the Bittuang River, Tana Toraja Regency, for the AC-WC mixture met the spesifications required by the 2018 Bina Marga standards. Based on the design of the composition of the mixture of AC-WC using Bittuang River aggregate is 36.90% coarse aggregate, 50.30% fine aggregate, 5.80% filler, with optimum asphalt content of 7.00%. The results of testing the characteristics of the AC-WC mixture through conventional Marshall tests obtained the characteristics of a mixture derived from meeting the specifications of stability, flow, VIM, and VFB, while for VMA it does not meet the specification requirements 5.00% asphalt content. While the Marshall Immersion test results (Residual Strength Index) on the mixtureof Laston AC-WC using aggregate Bittuang River, Bittuang District Tana Toraja Regency met the General Spesifications of the 2018 Highways, namely 95.03%>90%.

Pengujian Karakteristik Campuran HRS-WC menggunakan batu sungai Makawa Kecamatan Walenrang Utara Kristiloresta Marianto; Alpius; Charles Kamba
Paulus Civil Engineering Journal Vol 2 No 2 (2020): Volume 2 No.2, June 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This study was intended to examine the characteristics of the HRS-WC mixture by utilizing the Makawa river stone aggregate in North Walenrang District based on laboratory testing. The methodology in this research is to conduct a series of characteristics testing in the form of coarse aggregate, fine aggregate, filler and asphalt and then design the composition of the mixture then make the specimen in the form of HRS-WC mixture and conventional Marshall test for the determination of KAO after that making KAO test specimens to obtain the Immersion Index ( IP) / Residual Strength Index (IKS). The results of research conducted at the Road and Asphalt Laboratory of the Faculty of Civil Engineering, Indonesian Christian University Paulus Makassar, showed that the characteristics of the pavement material in the form of Makawa river stone aggregate in North Walenrang sub-district met the specifications of the road surface layer material. Through the Marshall test the HRS-WC mix characteristics were obtained with asphalt content of 5.9%, 6.4%, 6.9%, 7.4%, 7.9% fulfilling the requirements issued by the Directorate General of Highways of the Ministry of Public Works of the Republic of Indonesia , General Specifications2018. Marshall Immersion test results of HRS-WC mixture at optimum asphalt content of 6.4% get a Soaking Index (IP) / Residual Strength Index (IKS) / Durability of a mixture of 94.41% which means it exceeds the boundary conditions of ≥ 90% so the mixture is resistant to soaking in water.

Analisis Pengaruh Hambatan Samping Terhadap Kinerja Ruas Jalan Veteran Selatan Indrian Citra; Rais Rachman; Monika D.M Palinggi
Paulus Civil Engineering Journal Vol 2 No 2 (2020): Volume 2 No.2, June 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Side barriers are activities next to the road that disrupt the smooth flow of traffic. The path should be used for the unseized traffic flow for the vehicle to stop. As well as many outbound access to the vehicles from the land all the way increases the density of the road. The required road segments should correspond to the existing segments without being interrupted by side barriers. In fact, this road is solid enough at a certain time with a car park and public transportation that lowers passengers along the way. In addition, the number of pedestrians is running or crossing the road segments, and the number of motorised vehicles coming out of the side of the road and slow-moving currents. The research aims to provide a side barrier to whether the traffic is the cause of congestion on South veterans ' roads, or the current dating to the major Independence Pioneer Road section. From the results of data analysis obtained average peak traffic flow during 3 days observation of 1,606.6 SMP/hr, side barriers at the peak current of 283.7 pcu/15 minutes of road capacity of 1474.4 pcu/hr, average degree of saturation of 1.08.

Penggunaan Agregat Sungai Batu Tiakka’ dalam Campuran AC-BC Gabriel Pabia Palimbunga; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 2 No 2 (2020): Volume 2 No.2, June 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This study was intended to determine the characteristics of the use of the Batu Tiakka River aggregate in the AC-BC Mixture. The method in this study is to conduct a series of testing the characteristics of coarse, fine aggregate, and filler then design the composition of the AC-BC mixture and Marshall test to obtain the mixture characteristics and Marshall immersion test to obtain the residual strength index (IKS) using optimum asphalt content. The results showed that the characteristics of the pavement material in the form of Batu Tiakka River Saluputti District meet the General Specifications of Bina Marga 2018 as a pavement lining material. Through the Marshall test obtained the characteristics of a mixture of AC-BC with asphalt content of 5.00%, 5.50%, 6.00%, 6.50%, 7.00%. The Marshall immersion test results of the AC-BC mixture with an optimum asphalt content of 7.00% obtained a Time Strength Index (IKS) of 93.47% that meets the General Specifications of the 2018 Highways which is 90%. Where the results of this study can be concluded that the Batu Batu aggregate Salakutti Sub-district can be used as road pavement material in AC-BC mixture because it meets the 2018 Bina Marga General Specifications.

Waktu Tempuh Perjalanan Penduduk Perumahan Puri Yuhana Permai dan Bukit Khatulstiwa Gideon Irianto Minanga; Rais Rachman; Monika D.M Palinggi
Paulus Civil Engineering Journal Vol 2 No 2 (2020): Volume 2 No.2, June 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The phenomenon that occurs in Makassar City in terms of travel time is that there are more private vehicle users compared to users of public transportation services. The rapid economic growth in Makassar City affects the people's purchasing power and increases the number of motor vehicle ownership. As a consequence, the trips are longer and the travel time needed is longer and longer than using private vehicles. This study aims to identify the independent variables that affect the travel time of workers who live in Puri Yuhana Permai Housing and Khatulisiwa Hill to get to work, and model travel time based on independent variables that are significant to the travel time of these workers using the multiple linear regression method SPSS 22.0. . The results of the research on each housing show that the variables that have a significant effect on the travel time of Puri Yuhana Permai housing are the mode (X3) and the distance traveled (X4), and the Khtulisiwa Hill is the distance traveled (X4). And it is known that the dominance of the travel time sequence of the Yuhana Yuhana housing complex (15-30 minutes) 47.3%, (30-45 minutes) 32.7%, (<15 minutes) 10.9%, (60 minutes) 9,1 %. Meanwhile, for Bukit Khatulistiwa Housing (15-30 minutes) 37.3%, (30-45 minutes) 28%, (<15 minutes) 18.7%, (60 minutes) or 16%.

Pengaruh Penggunaan Limbah Kantong Plastik Sebagai Bahan Tambah dalam Campuran Ac – Base Dody Pagewang; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 2 No 2 (2020): Volume 2 No.2, June 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This study was intended to determine the effect of using plastic bag waste as an added ingredient in the Ac-Base mixture. The method in this research is to conduct a series of testing the characteristics of coarse, fine aggregate, filler and asphalt then design the composition of the AC-BASE mixture and Marshall test to obtain the mixture characteristics by Marshall Immersion testing to obtain the remaining strength index (IKS) using optimum asphalt content. The results of research conducted at the Road and Asphalt Laboratory of the Faculty of Civil Engineering, Indonesian Christian University, Paulus Makassar, showed that the characteristics of pavement materials in the form of aggregates from the Jeneberang River which were added with plastic bag waste met 2018 Highways Quality Specifications as road pavement coating materials. Through the Marshall test obtained the characteristics of AC-BASE mixture with plastic content 0.00%, 0.50, 1.00%, 1.50%, 2.00%. The results of the Marshall Immersion test of AC-BASE mixture with an optimum plastic content of 2.00% obtained a Residual Strength Index (IKS) of 98.31% which met the General Specifications of the 2018 Highways which is 90%.

Analisis Elastisitas Balok Baja Kantilever Akibat Beban Siklik Hamsyah
Paulus Civil Engineering Journal Vol 2 No 2 (2020): Volume 2 No.2, June 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This study aims is to analyze the bending strain and shear strain that occur in steel cantilever due to cyclic loading and to find out the size of the load acting on the steel cantilever. The testing of cyclic load on steel cantilever was conducted by using SNI and ASCE 2005 references. The tests were conducted by using the laboratory physical model with desaign made by measuring the cantilever beam of 400.200.13.8 and a length of 1.060 meters. The end plate connection system was used for the connection of the cantilever beam. The were 12 bolts of high quality (A325) with a diameter of Ø 19 mm. The plate was 10 mm thick, and it had circumferential weld (70 Ksi and 8 mm thick) at the tip of the cantilever beam. The loading pattern was done repeatedly, and was compared with analytical calculation by using computer program numerical application. The test shows that lateral load capacity increased along with the increase of displacement. The test of load and displacement controlled on the specimen shows behavior almost similar to elastic zone. The stiffness of the test specimen is relatively equal as the straight line coincides with the curve of the test specimen, and the strain occurring in the flange and web of the cantilever beam is still at the stage of elasticity.

Page 3 of 71 | Total Record : 702

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Louise Elizabeth

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+6282189112243

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pcej.civil@ukipaulus.ac.id

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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

Location
Kota makassar,

Sulawesi selatan

INDONESIA

Abstract

Abstract

Abstract

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Abstract

Abstract

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Abstract

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