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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 706 Documents
 67   68   69   70   71 
Analisis Upaya Mitigasi Dampak Erosi Aliran Sungai terhadap Struktur Pilar Jembatan karuru, rezky susmono; Allo, Misel Boro; Verucha, Novacharisma Vindiantri
Paulus Civil Engineering Journal Vol. 7 No. 3 (2025): Paulus Civil Engineering Journal V7N3 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/ct1yj152

Abstract

Analisis hidrolika terhadap Sungai Basi 6 menunjukkan bahwa muka air banjir pada debit rencana Q100 tahun hampir menyentuh lantai jembatan eksisting. Pada tahun 2025, kejadian banjir besar mengakibatkan tinggi muka air mencapai elevasi dasar (bottom) jembatan, menimbulkan risiko serius terhadap struktur jembatan yang telah berusia puluhan tahun. Jembatan ini berada tepat pada tikungan tajam alur sungai, sehingga sisi luar belokan menerima tekanan aliran terbesar. Hal tersebut menyebabkan aliran menghantam langsung abutment dan memicu terjadinya gerusan (scouring) yang berpotensi melemahkan fondasi. Kecepatan aliran pada kondisi eksisting tercatat mencapai 4,86 m/s, yang mempercepat proses erosi di sekitar struktur. Untuk mengatasi permasalahan tersebut, dilakukan upaya normalisasi alur sungai dengan mengubah geometri menjadi lebih lurus, serta membangun tanggul sepanjang 100 meter di sisi hulu dan hilir jembatan. Langkah ini bertujuan menurunkan kecepatan aliran dan mengurangi potensi gerusan. Selain itu, direncanakan pembangunan bangunan pereduksi kecepatan aliran, terutama di area tikungan. Hasil simulasi menunjukkan bahwa kecepatan aliran dapat ditekan menjadi 2,03 m/s pada kondisi rencana. Perubahan ini menunjukkan penurunan energi aliran secara signifikan dan peningkatan stabilitas di sekitar abutment. Berdasarkan kajian tersebut, direkomendasikan bahwa kombinasi penataan ulang alur sungai, pemasangan bronjong, serta peninggian elevasi jembatan minimal 1,5 meter dari muka air banjir merupakan solusi yang efektif dalam penanganan gerusan dan peningkatan keselamatan jembatan.
Model Pemilihan Moda dengan Maksud Perjalanan Bekerja Menuju Central Business District di Kabupaten Subang (Studi Kasus: Trayek 05A dan 010A) Munparihah, Neng Dalva; Afrianti, Dessy Angga; Handayani, Sabrina
Paulus Civil Engineering Journal Vol. 7 No. 3 (2025): Paulus Civil Engineering Journal V7N3 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/567ddw64

Abstract

Masalah pemilihan moda dapat dianggap sebagai Langkah terpenting dalam pembuatan dan evaluasi rencana transportasi. Kondisi ini terjadi di Kabupaten Subang terutama di Kawasan CBD (Central Business District) dimana Masyarakat harus memilih antara transportasi umum dan pribadi untuk melakukan aktivitas sehari-hari seperti bekerja. Tujuan dari penelitian ini, untuk membuat model pemilihan moda dimana hasil dari model ini dapat digunakan sebagai acuan dalam membuat usulan kebijakan untuk meningkatkan pengguna Angkutan perkotaan di Kabupaten Subang. Metode yang digunakan dalam penelitian ini adalah menggunakan analisis logit biner Nisbah dengan memanfaatkan aplikasi SPSS 27. Hasil penelitian menunjukkan bahwa semakin kecil ratio antara biaya Angkutan perkotaan dan biaya sepeda motor, maka semakin meningkat probabilitas Angkutan perkotaan di Kabupaten Subang. Berdasarkan uji sensitivitas, biaya transportasi merupakan indikator yang sangat sensitive terhadap perubahan probabilitas Angkutan perkotaan. Sehingga, usulan strategi dalam meningkatkan probabilitas Angkutan perkotaan yang diusulkan adalah penerapan subsidi tarif Angkutan perkotaan sehingga tarif yang murah akan meningkatkan Masyarakat untuk beralih dari sepeda motor ke Angkutan perkotaan.
Analisis Kinerja Lampu Lalu Lintas Pada Persimpangan Jalan Hasanuddin–Jalan W.R Supratman Timika–Papua Tengah Delu, Frederik Irsan; Pebrinar Riani Sangle; Ayu Kusuma
Paulus Civil Engineering Journal Vol. 7 No. 3 (2025): Paulus Civil Engineering Journal V7N3 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/jrns0k02

Abstract

Titik sentral lalu lintas adalah simpang yang dilengkapi lampu lalu lintas, terletak di pertemuan jalan. Pentingnya lampu lalu lintas pada setiap persimpangan agar kendaraan dapat dengan mudah melalui persimpangan dan mencegah atau mengurai kemacetan.  Penelitian ini bertujuan untuk menganalisis simpang jalan Hasanuddin-W. R Supratman berdasarkan metode MKJI 1997. Hasil penelitian diperoleh data maksimum satuan mobil penumpang perjam adalah 607,3 smp/jam, nilai ini masih berada dibawah ambang batas yang dianjurkan oleh MKJI 1997, dimana nilainya antara 2500-5400 smp/jam. Dari hasil analisis dapat disimpulkan bahwa jalan Hasanuddin - jalan W R Supratman belum layak menggunakan simpang bersinyal.
Perencanaan Rute Angkutan Sekolah di Kabupaten Empat Lawang (Studi kasus : Kecamatan Tebing Tinggi) tri novrinda, susiana; sari, novita; seno, william
Paulus Civil Engineering Journal Vol. 7 No. 3 (2025): Paulus Civil Engineering Journal V7N3 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pgb8sw54

Abstract

Perencanaan rute angkutan sekolah di Kabupaten Empat Lawang, khususnya di Kecamatan Tebing Tinggi bertujuan untuk meningkatkan aksesibilitas dan keselamatan pelajar. Penelitian ini melibatkan 351 pelajar sebagai responden, dengan hasil menunjukkan bahwa 87% pelajar setuju adanya angkutan sekolah, dan 83% bersedia beralih ke angkutan sekolah. Faktor-faktor utama yang mempengaruhi pemilihan angkutan sekolah oleh pelajar adalah kenyamanan (47%), keamanan (20%), dan waktu tunggu yang cepat (13%). Selain itu, mayoritas pelajar mengharapkan tarif angkutan sekolah sebesar Rp. 2.000,-. Hasil analisis permintaan angkutan sekolah menunjukkan potensi besar untuk mengurangi ketergantungan pada kendaraan pribadi, dengan permintaan tertinggi berasal dari Kelurahan Tanjung Kupang yang mencatatkan 775 perjalanan. Penentuan rute, dilakukan pendekatan berbasis data yang mempertimbangkan sebaran asal-tujuan pelajar, kondisi jaringan jalan, guna lahan, dan kaksesibilitas. Perencanaan rute yang optimal bertujuan untuk meminimalkan waktu perjalanan dan waktu tunggu, serta meningkatkan keandalan layanan. Penelitian ini merekomendasikan agar pemerintah daerah memperhatikan perencanaan operasional angkutan sekolah berbasis data untuk meningkatkan efisiensi transportasi dan mendukung keberlanjutan sistem transportasi di Kabupaten Empat Lawang.
Perbandingan Kadar Aspal JMF dan Lapangan Melalui Pengujian Ekstraksi Metode Reflux Campuran AC-WC Rete, Efri Yulianti; Alpius; Tanje, Herman Welem
Paulus Civil Engineering Journal Vol. 7 No. 3 (2025): Paulus Civil Engineering Journal V7N3 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/ehqsc281

Abstract

Asphalt content refers to the weight percentage of asphalt contained in an asphalt concrete mix or asphalt mixture for road construction. Asphalt is a binding material used in road construction to provide strength and durability against loads, as well as to protect the road surface from damage due to environmental factors such as water, heat, and traffic loads. The asphalt content in the asphalt mixture plays an important role in determining the physical and mechanical properties of the mixture. The right amount of asphalt must be used to achieve a mixture that has adequate strength, resistance to deformation, and resistance to cracking. If the asphalt content is too low, the mixture may become brittle and susceptible to cracking. Conversely, if the asphalt content is too high, the mixture can become soft and susceptible to plastic deformation. The purpose of the research is to determine the comparison of asphalt content in the field and the Job Mix Formula. Asphalt content can be measured by examining the extraction results using specific methods, such as the asphalt extraction test. Extraction testing is performed using the reflux extraction method to determine the asphalt content. This process is generally carried out on asphalt and aggregate mixtures used in road construction. According to the 2018 General Specifications revision 2, the tolerance limit for asphalt content is ± 0.3% of the mixture weight.
Penerapan Metode Line Of Balance (LoB) pada Penjadwalan Proyek Perumahan Sahadutha, Yeghal; Latupeirissa, Josefine Ernestine; Kusuma, Ari
Paulus Civil Engineering Journal Vol. 7 No. 3 (2025): Paulus Civil Engineering Journal V7N3 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/stvdtv47

Abstract

Scheduling in project implementation is very important to determine the work properly and correctly, therefore the construction of a project cannot be separated from scheduling in increasing project success. In houtilizing construction projects there is work that is done repeatedly or work with repetitive properties. The goal of this study is to compute the timing of the work of each unit of work. To get the outcomes of the timing of work in this study utilizing the Line of Balance (LoB) technique. This study is performed by field observation and calculating the timing of work from the volume value of each work unit. Based on the outcomes of the analysis performed for scheduling the project type 70/90 as many as 22 units, namely 1165 days or 3.2 years. This technique is effective because it displays production levels and time information in a graphical format so that it can figure out errors that happen.
Pemanfaatan Limbah Kulit Singkong Sebagai Bahan Tambah Semen Pada Campuran Beton Pakilaran, Eleazar P. P.; Buarlele, Luciana; Sanggaria, Olan Jujun
Paulus Civil Engineering Journal Vol. 7 No. 3 (2025): Paulus Civil Engineering Journal V7N3 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/j6k3cm08

Abstract

This study uses cassava peel ash as a cement additive in concrete mixtures. As an important crop in many tropical countries, cassava produces a lot of waste during its processing, mostly in the form of cassava peels. One interesting material is cassava peel ash from cassava processing which is added to concrete. The purpose of this study was to determine the effect of cassava peel ash (AKS) addition in varying amounts to cement, namely 0%, 2%, 4%, and 6% on the compressive strength, split tensile strength, and flexural strength values of concrete mixtures. The mix design method uses SNI 7565:2012, fresh concrete testing uses SNI 1973:2008, compressive strength SNI 1974:2011, split tensile strength SNI 2491:2014, and flexural strength of concrete using SNI 4431:201. This research was conducted in the Concrete Laboratory of Civil Engineering of Universitas Kristen Indonesia Paulus. Based on the weight of cement, the amount of cassava peel ash used varied from 0%, 2%, 4%, and 6%. The compressive strength that meets the plan quality is found in variations of 0, and 2%, for split tensile strength and flexural strength, the variation in the addition of AKS values decreases. Concrete quality decreased with increasing AKS variation.
Pengaruh Penambahan Hebel (Bata Ringan) dan Batu Apung pada Tanah Terhadap Nilai Kompaksi Lola; Irwan; Apriyani, Ika
Paulus Civil Engineering Journal Vol. 7 No. 3 (2025): Paulus Civil Engineering Journal V7N3 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/wjpv2x66

Abstract

Depending on its kind, content, and treatment, soil can have a variety of qualities. Stabilization is therefore required to increase the soil's bearing capacity. The use of supplemental materials like pumice and Hebel (lightweight brick) is one approach to boost the soil's bearing capacity. Hebel is a lightweight, permeable material that helps ease the burden on the soil. The study was conducted in two stages: 1) Evaluating the physical properties of the soil; 2) Compaction test As per the AASHTO classification, the soil falls within the clay soil category (A-7-6). The soil falls within the category of inorganic clay soil with a low to medium degree of flexibility according to the USCS classification. Because lightweight bricks and pumice have a high lime content, which increases the soil's bearing capacity, test results showing their addition to the soil using the standard proctor showed an increase of up to 15% from the original soil.
Penambahan Serabut Kelapa pada Tanah Terhadap Uji Kompaksi Ratmanyanty, Widya
Paulus Civil Engineering Journal Vol. 7 No. 3 (2025): Paulus Civil Engineering Journal V7N3 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/66b0pa30

Abstract

Good soil quality is essential to ensure the strength and stability of structures built on it. This study aims to determine the soil's physical characteristics and the effect of adding coconut coir using compaction tests. The study is divided into two stages, namely: 1) testing the soil's physical properties; 2) performing compaction tests. According to the AASHTO classification, the soil is classified as A-7-6, meaning it is a clay soil; based on the USCS classification, the soil falls into the category of inorganic clay with low to medium plasticity. The effect of adding coconut fiber to the soil samples—up to 2% addition—resulted in an increase in optimum moisture content of 14.8% for point 1 and 14.1% for point 2. An increase was also observed in the dry unit weight with up to 2% addition: 6.3% for point 1 and 8.5% for point 2.
Perencanaan Perkerasan Lentur Ruas Jalan Pao - Pao – Bajimangai Maros Tiku, Filadelfia Natasha
Paulus Civil Engineering Journal Vol. 7 No. 3 (2025): Paulus Civil Engineering Journal V7N3 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/43a8g007

Abstract

The Pao-Pao - Bajimangai road improvement is an activity to overcome the problems complained about by the Bajimangai community, where the road axis is an alternative route for the community to Kariango. The research was conducted by planning to design the thickness of flexible pavement using the Component Analysis method and the 2024. The design pavement thickness 3 results include a 30 mm thick HRS-WC surface layer, 35 mm thick HRS-Base, a class 150 mm thick for the upper foundation layer and 125 mm for the lower foundation layer with LPA class B. The design 3A consists of a 40 μm thick AC-WC surface layer, a 60 μm thick AC-BC layer, and a 400 μm thick Class A top layer. A 50 mm thick melting layer, 150 mm thick crushed stone, and 100 mm thick sandy soil were obtained using the Component Analysis method. The class A Top Foundation Layer is 30 mm thick, the HRS-WC surface layer is 30 mm thick, the HRS-Base is 35 mm thick, and the bottom foundation layer uses 125 mm thick class B LPA.

Page 70 of 71 | Total Record : 706

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