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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 
Penggunaan Agregat Sungai Walanae Kabupaten Wajo Sebagai Bahan Campuran Beton Palimbong, Gita Yasty; Mara, Junus; 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/abn6m433

Abstract

Concrete is one type of construction material that is generally used for building projects, bridges, roads, and other buildings. The Walanae River in Wajo Regency is one of the rivers that produces materials in the form of aggregate used by the local community, but there is no certainty that the aggregate can be used as a concrete mixture. The formulation of the problem in this study is based on the background that has been described, namely, whether the characteristics of concrete using the aggregate of the Walanae River in Wajo Regency are qualified as concrete construction materials. To conduct laboratory tests on concrete samples using aggregate from the Walanae River, Wajo Regency to determine compressive strength, tensile strength, bending strength, and modulus of elasticity. Testing of 25 MPa and 30 MPa plan quality samples. The test pieces used were 42 samples, compressive strength 24 samples, tensile strength 6 samples, bending strength 6 samples, and elastic modulus 6 samples. Based on the results of the 28-day concrete testing research for 25 MPa quality, achieving the planned quality was 25,455 MPa. The results of the 28-day concrete test for 30 MPa quality did not reach the planned quality obtained 27,152 MPa. Aggregate from the Walanae River can be used effectively in the production of concrete of a quality suitable for the structure.
Analisis Produktivtas Alat Berat Pada Proyek Pembangunan Jalan Akses dan Fasilitas Pendukung Stasiun Maros Tiyouw, Herby Calvin Pascal; Sopacua, Helen Adry Irene; Kondoallo, Alvone Feldian Sampe
Paulus Civil Engineering Journal Vol. 7 No. 4 (2025): Paulus Civil Engineering Journal, Vol.7, No.4
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/p6c92381

Abstract

Road construction as  access and connection to an area is beneficial, among other things,  to facilitate the mobilization of goods and services, improve the economy and connectivity between regions. The Maros district government is constructing a new road to connect Maros Train Station with the main road, with a length of 2.5 km. The work carried out is land leveling. This work uses heavy equipment to achieve high productivity so that the work can be completed on time, on budget, and with high quality. Four units of construction equipment were used according to their functions, including dump trucks to transport material from the quarry to the project site, excavators to spread the material, bulldozers to level it, and vibration rollers to compact it. Research was conducted to determine the productivity of each tool according to its function and characteristics.  The results of the research on the productivity of each tool showed that the productivity of the dump truck was 14.78 m3/hour, the excavator was 337.62 m3/hour, the bulldozer was 91.12 m3/hour, and the vibration roller was 110.67 m3/hour.
Perubahan Pola Aliran Akibat Variasi Model Baffle Block Pada Bangunan Spillway Djunur, Lutfi Hair; Virlayani, Asnita
Paulus Civil Engineering Journal Vol. 7 No. 4 (2025): Paulus Civil Engineering Journal, Vol.7, No.4
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pakztw70

Abstract

The spillway is a hydraulic structure characterized by a channel with a steep longitudinal slope. Variations in the channel cross-section significantly influence the flow characteristics, particularly the transition from subcritical to supercritical flow conditions. A series of physical model experiments were conducted to investigate the flow behavior along the spillway structure by modifying the configuration of the baffle blocks in accordance with the standard design criteria for energy dissipation systems. High flow discharge in a steep channel generates considerable flow velocity and kinetic energy. Variations in flow pressure as water passes through the spillway structure strongly affect the downstream safety, especially concerning potential erosion of the riverbanks and channel bed. The implementation of baffle blocks along the chute effectively reduces flow energy, thereby altering flow behavior and velocity distribution over time. The findings of this study reveal that the upstream water depth is directly proportional to the energy magnitude at the downstream section of the spillway. This result demonstrates the effectiveness of the baffle blocks in dissipating flow energy, as confirmed through both analysis and experimental observations. It can be concluded that the fluid friction observed along the channel results from transitional flow phenomena occurring within the chute section.
Analisis Karakteristik Tanah Dasar Pada Pembangunan Jembatan Muara Sungai 3 Sp. Desa Raja Barat-Curup Kabupaten Penukal Abab Lematang Ilir (PALI) Victor, Victor; Saloma, Saloma; Usman, Arie Putra; Akhirini, Akhirini; Jimmyanto, Hendrik
Paulus Civil Engineering Journal Vol. 7 No. 4 (2025): Paulus Civil Engineering Journal, Vol.7, No.4
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/3f47v798

Abstract

Tanah berperan sebagai fondasi untuk membangun berbagai jenis struktur dan konstruksi, mulai dari gedung hingga infrastruktur jalan. Oleh karena itu, analisis tanah diperlukan untuk mengenali karakteristik tanah di suatu area. Pemerintah perlu melaksanakan program pengembangan wilayah melalui perencanaan yang terintegrasi, sistematis, dan berkelanjutan, sesuai dengan standar mutu dan kualitas. Salah satu inisiatif pemerintah dalam pengembangan wilayah adalah pembangunan jaringan jalan dan jembatan di kawasan Sp. Desa Raja Barat-Curup, Kabupaten PALI, Provinsi Sumatera Selatan. Penelitian ini bertujuan untuk menyelidiki kondisi tanah melalui uji lapangan, seperti sondir, dan uji laboratorium berupa kuat geser langsung. Hasil penelitian menunjukkan karakteristik fisik tanah, dengan rata-rata kadar air sebesar 27,675%, berat isi 1,415 gr/cm³, berat jenis 2,605, nilai LL antara 32,14% hingga 38,52%, dan nilai PL antara 14,58% hingga 18,11%. Dari data tersebut, nilai IP diperoleh antara 14,02 hingga 23,94%, serta persentase berat tanah yang lolos ayakan No. 200 mencapai 27,60% hingga 30,20%. Berdasarkan hasil tersebut, tanah dapat diklasifikasikan sebagai tanah berbutir halus dengan simbol CL menurut sistem USCS. Selain itu, hasil uji kuat geser langsung menunjukkan bahwa tanah pada titik 1 memiliki sudut geser sebesar 30,75 derajat dengan nilai kohesi antara 0,4267 kPa hingga 2,8233 kPa.
KAJIAN MUTU BETON DENGAN VARIASI USIA PADA GEDUNG SMKN 1 BUMIJAWA Luthfiana, Nisa; KRT, Rosa Mulya Aji
Paulus Civil Engineering Journal Vol. 7 No. 4 (2025): Paulus Civil Engineering Journal, Vol.7, No.4
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/2g0ybx27

Abstract

Sekolah SMK N 1 Bumijawa merupakan sekolah kejuruan yang terletak di Kabupaten Kota Tegal. Gedung sekolah ini merupakan gedung 1 lantai yang dirancang dengan luasan bangunan sebesar dengan 2 tingkat. Dalam perancangan mutu beton yang digunakan beton ready mix pada kolom, balok, dan pelat yaitu dengan mutu K – 250. Pekerjaan beton di lapangan tentu saja melewati banyak tahapan, termasuk pengujian sample untuk mengetahui kuat tekan. Sample untuk beton ready mix diambil dari PT. Nisajana Hasna Rizqy dan PT. Buana Beton Srikandi.  Penelitian ini bertujuan untuk mendapatkan korelasi antara mutu beton dengan variasi usia beton yang semakin hari semakin bertambah. Hal ini disebabkan oleh korelasi usia beton dengan kuat tekan akan selalu berjalan beriringan. Penelitian ini menggunakan metode eksperimen yang menggunakan benda uji kubus dengan ukuran sisi 15 cm x 15 cm x 15 cm. Pada penelitian ini didapatkan bahwa kuat tekan semakin meningkat sejalan dengan peningkatan usia beton. Peningkatan kuat tekan beton readymix dari PT. Nisajana Hasna Rizky usia 7 hari pada elemen struktur kolom 63%, balok 76%, dan pelat 67%, sedangkan peningkatan dari PT. Buana Beton Srikandi pada kolom 66%, balok 76%, dan pelat 69%.  Hal ini terbukti bahwa usia beton sangat mempengaruhi dan berbanding lurus dengan peningkatan kuat tekan beton.
Kajian Kinerja Pengelolaan Air Limbah Untuk Sanitasi Aman di Lembaga Pendidikan Keagamaan Kota Palu Halidiyah Faradillah; Zeffitni; Setiyawan; Ummu Aiman; Fikky Zachri
Paulus Civil Engineering Journal Vol. 7 No. 4 (2025): Paulus Civil Engineering Journal, Vol.7, No.4
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/je0p2j24

Abstract

Pengelolaan air limbah di lembaga pendidikan keagamaan berperan krusial dalam memastikan tercapainya standar sanitasi aman. Penelitian ini mengevaluasi kinerja sistem pengolahan air limbah pada tujuh pondok pesantren di Kota Palu melalui kombinasi pendekatan kuisioner kepada santri dan pengurus, inspeksi lapangan terhadap infrastruktur sanitasi, serta analisis laboratorium terhadap kualitas efluen. Data persepsi diolah menggunakan skala Likert dan dianalisis secara deskriptif dengan bantuan SPSS. Hasil pengujian laboratorium menunjukkan bahwa seluruh parameter kualitas efluen—termasuk TSS, BOD, COD, pH, minyak dan lemak, serta amoniak—berada dalam rentang baku mutu yang dipersyaratkan Permen LHK No. P.68/2016, mengindikasikan bahwa IPAL beroperasi secara efektif. Temuan observasi mengungkap bahwa sebagian besar pesantren memiliki kinerja pengelolaan yang baik hingga sangat baik; namun sejumlah aspek seperti pemeliharaan fasilitas, kecukupan jumlah WC, dan pencatatan operasi IPAL masih menunjukkan celah yang perlu diperbaiki. Analisis kuisioner menunjukkan perilaku hidup bersih dan sehat di kalangan santri berada pada kategori baik, meskipun tingkat konsistensinya masih bervariasi. Penelitian ini menekankan perlunya penambahan fasilitas sanitasi sesuai rasio santri, peningkatan kapasitas atau modifikasi IPAL untuk mengantisipasi pertumbuhan populasi, serta penguatan mekanisme operasi dan pemeliharaan melalui pencatatan rutin. Dukungan monitoring dari instansi terkait menjadi faktor penting untuk menjamin keberlanjutan pengelolaan air limbah di lingkungan pendidikan keagamaan.

Page 71 of 71 | Total Record : 706

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