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Totok Sulistyo
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Civil Engineering Dept, Balikpapan State Polytechnics Office : Jalan Soekarno-Hatta Km.08 Balikpapan 76126 Telp. (0542)860895, 862305 Fax. 861107 web: sipil.poltekba.ac.id email. admin@ojs.poltekba.ac.id
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INDONESIA
Nusantara Civil Engineering Journal
Published by Politeknik Negeri Balikpapan
ISSN : -     EISSN : 2828612X     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Nusantara Civil Engineering Journal is the open-access peer-reviewed journal of civil engineering and environment. This journal is published by the Department of Civil Engineering, Balikpapan State Polytechnics, it has scopes and focuses in: 1. Road & Bridge Construction 2. Transportation System 3. Structure 4. Geotechnics 6. Construction Management 7. Material Technology 8. Hydrology & Environment 9. Hydraulic 10. Architecture & Urban Planning 11. Geomatics, Photogrammetry & GIS
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 27 Documents
 1   2   3 
Double Track Railway Planning Between Solo Balapan – Adi Soemarmo International Airport Respati, Sara Wibawaning; Ain, Muhamad Isram; Yasisara, Andhika
Nusantara Civil Engineering Journal Vol 2 No 2 (2023): Nusantara Civil Engineering Journal
Publisher : Civil Engineering Dept, Balikpapan State Polytechnics

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32487/nuce.v2i02.506

Abstract

Dengan meningkatnya perekonomian di Pulau Jawa, maka meningkat pula perjalanan antar kota bahkan ke luar negeri menggunakan moda transportasi pesawat terbang dari dan ke pulau Jawa. Dengan demikian, tingginya jumlah penumpang dapat ditemukan di beberapa bandara besar diantara lain adalah Bandara Yogyakarta Internasional Airport, Bandar Udara Soekarno Hatta dan Bandar Udara Internasional Juanda. Bandara tersebut menjadi bandara pengumpul serta menjadi bandara transit untuk rute perjalanan dari bandara – bandara kecil di Pulau Jawa ke tujuan Indonesia Timur ataupun Indonesia Barat bahkan luar negeri. Untuk mengurangi kepadatan penumpang di keempat bandara tersebut, pemerintah mulai mentargetkan agar bandara – bandara lain yang ada di Pulau Jawa menjadi bandar udara pengumpul, salah satunya adalah Bandara Adi Soemarno di Surakarta. Pada Tugas Akhir ini, akan direncanakan jalur rel kereta api ganda atau double track dari Stasiun Solo Balapan sampai Stasiun Bandara Internasional Adi Soemarmo. Jalur rel ganda kereta api ini merupakan hasil dari pemilihan dua trase kemudian dipilih satu dari yang terbaik dengan pertimbangan kriteria menggunakan metode Multy Criteria Analysis. Kriteria yang dipakai berdasarkan atas dasar jarak, dan permintaan atau demand penumpang kereta api bandara. Dari trase yang terpilih ini dilakukan analisa perhitungan meliputi desain perencanaan geometrik rel kereta api diantaranya adalah perhitungan alinyemen horizontal dan alinyemen vertikal berdasarkan peraturan terkait seperti seperti PM No. 60 Tahun 2012, PM No. 29 Tahun 2011, PM No. 78 Tahun 2014, dan peraturan perencanaan lainnya yang masih terkait dengan perencanaan pembangunan jalan kereta api. Kata Kunci : Kereta Api Bandara, Stasiun Solo Balapan, Double Track, Geometrik Jalan Rel Kereta Api
Swelling-shrinkage behavior analysis of marl and its residual soil at Sentolo Formation, Nanggulan, Kulon Progo Sakti, Hakim Erlangga Bernado
Nusantara Civil Engineering Journal Vol 2 No 2 (2023): Nusantara Civil Engineering Journal
Publisher : Civil Engineering Dept, Balikpapan State Polytechnics

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32487/nuce.v2i02.545

Abstract

Pada lokasi penelitian di Kecamatan Nanggulan, Kabupaten Kulon Progo banyak tersingkap Formasi Sentolo yang tersusun atas napal di bagian atas. Wilayah ini direncakan akan dibangun jalan tol dan jalan lingkar luar DIY untuk menunjang konektivitas dengan Bandara YIA. Penelitian kondisi geologi teknik khususnya terkait perilaku kembang-susut di lokasi penelitian belum banyak dilakukan. Padahal, jenis batuannya yang tersusun atas napal dan tanah lapukan napal menjadikan wilayah ini berpotensi memiliki resiko kembang susut. penelitian ini bertujuan untuk mengungkapkan potensi kembang susut pada batuan napal dan tanah lapukannya yang berada di wilayah Nanggulan, Kulon Progo. Metode yang digunakan adalah menggunakan pengujian rasio kembang susut/free swell ratio (FSR) yang dikembangkan oleh (Mohan & Goel, 1959). Metode penelitian menggunakan pendekatan kualitatif dan kuantitatif. Nilai FSR untuk sampel napal dan tanah lapukan napal di Formasi Sentolo, Nanggulan adalah sebesar 1,21. Tergolong sebagai material lempungan dengan tingkat kembang susut yang rendah.
Geotechnical Site Investigation for IBS House Construction in Bukit Rambai, Melaka. A Case Study Using Mackintosh Probe Tests Ikhwat, Mohamad Azwan; Salleh, Shahrun Nazida; Ananda , Faisal
Nusantara Civil Engineering Journal Vol 3 No 1 (2025): Nusantara Civil Engineering Journal
Publisher : Civil Engineering Dept, Balikpapan State Polytechnics

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32487/nuce.v3i1.604

Abstract

This research explores the challenges of assessing soil bearing capacity and strength for constructing an Industrialized Building System (IBS) house in Bukit Rambai, Melaka. It utilizes a cost-effective and portable method known as the Mackintosh Probe Test, which is particularly suitable for small-scale, low-risk projects. The need for this study is clear, as traditional methods like the Standard Penetration Test (SPT) can be too expensive for smaller residential developments, making the Mackintosh Probe a practical alternative for initial geotechnical assessments. The research hypothesizes that the Mackintosh Probe can provide reliable soil data for foundation design, helping to reduce costs while maintaining accuracy. The main goal of the study is to evaluate soil characteristics and bearing capacity using the Mackintosh Probe, supply essential data for safe foundation design, and establish a relationship between Mackintosh Probe results and SPT values, along with acceptable soil pressures. The methodology involved conducting six Mackintosh Probe tests on-site, recording blow counts for every 0.3 m of penetration, and analyzing soil consistency and bearing capacity through established correlations with SPT N-values. The findings revealed various soil layers, with the upper layers suitable for strip footings and deeper layers requiring pile foundations due to hard strata. The implications of this research are significant, as it demonstrates the Mackintosh Probe’s cost-effectiveness for IBS projects, potentially cutting investigation costs by up to 40%, while also highlighting the need for additional tests and localized correlation charts for tropical soils, like those in Malaysia. This study provides valuable insights for foundation design in similar contexts and encourages further research to improve the use of the Mackintosh Probe in tropical areas.
Concrete Hollow Block with Reused Glass Jamian, Yuhani; Abd Rahim, Munirah
Nusantara Civil Engineering Journal Vol 3 No 1 (2025): Nusantara Civil Engineering Journal
Publisher : Civil Engineering Dept, Balikpapan State Polytechnics

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32487/nuce.v3i1.605

Abstract

Concrete is being used a lot in construction. As urbanization accelerates globally, the demand for sustainable construction materials is becoming increasingly critical. Traditional concrete, a staple in the construction industry, is known for its environmental impact due to high energy consumption in production and the extensive use of natural resources. In response to these concerns, researchers and industry practitioners are exploring innovative approaches to enhance the sustainability of construction materials. One promising area of investigation is the incorporation of recycled materials into concrete mixtures. In this study, we aimed to determine the level of glass replacement resulting in optimal compressive strength. The objectives of this study are to produce a concrete hollow block with reused glass and to find out whether the reused glass can be used as partial replacement for aggregates. Three concrete samples were tested at 7, 14 and 28 days for glass replacement proportions of 10%, 15% and 20%. Based on its maximum load at failure, 10% of reused glass substitution is applicable for interior wall. The hollow concrete produced by using 10% of reused glass with sized 320cmx180cmx180cm.
Potensi Abu Sekam Padi (Agrotech RHA-KD) Sebagai Pengganti Sebahagian Simen Mahrilar, Erawati; Zainal, Siti Harni
Nusantara Civil Engineering Journal Vol 3 No 1 (2025): Nusantara Civil Engineering Journal
Publisher : Civil Engineering Dept, Balikpapan State Polytechnics

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32487/nuce.v3i1.606

Abstract

Abu sekam padi yang dihasilkan melalui pembakaran sekam padi pada suhu tinggi, telah dikenal pasti sebagai bahan yang kaya dengan silika amorfus menjadikannya bahan yang berpotensi sebagai pengganti simen untuk meningkatkan prestasi konkrit serta mengurangkan kesan alam sekitar daripada pengeluaran simen. Penyelidikan ini melibatkan ujian terhadap sifat kimia dan kadar penyerapan air pada konkrit yang mengandungi pelbagai peratusan penggantian simen dengan abu sekam padi (0%, 10%, 20%, 30%,40% dan 50%). Kajian ini menunjukkan bahawa penggantian simen dengan abu sekam padi memberikan kesan positif terhadap penyerapan air pada konkrit dengan kadar penggantian sehingga 20%, manakala penggantian melebihi 30% menunjukkan kadar penyerapan air melebihi daripada konkrit kawalan. Hasil penyelidikan ini juga mencadangkan penggunaan abu sekam padi bukan sahaja dapat mengurangkan kos penghasilan konkrit, tetapi juga memberi manfaat dari segi kelestarian alam sekitar dengan mengurangkan pembaziran sisa pertanian dan mengurangkan pelepasan gas rumah hijau daripada proses pembuatan simen. Secara keseluruhannya, kajian ini mengesahkan bahawa abu sekam padi mempunyai potensi sebagai bahan alternatif yang berdaya maju dalam industri pembinaan serta aplikasi yang lebih luas di mana memerlukan kajian lanjutan terhadap pelbagai parameter pada masa hadapan.
Portable Ramp for Special Needs Student in Primary School Ahmad Shariff, Siti Salbiah; Daud, Nazleena; Abu, Mohd Halid
Nusantara Civil Engineering Journal Vol 3 No 1 (2025): Nusantara Civil Engineering Journal
Publisher : Civil Engineering Dept, Balikpapan State Polytechnics

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32487/nuce.v3i1.611

Abstract

This study focused on designing and implementing a portable ramp to enhance accessibility for wheelchair-using students special needs at sekolah Kebangsan Cheng, Melaka and Sekolah kebangsaan Bukit China, Melaka. Students and teachers faced difficulties accessing areas like canteens, classrooms, and assembly halls due to architectural barriers such as stairs and uneven terrain. Many schools lack permanent infrastructure to support mobility-impaired students special needs, limiting their participation. The portable ramp was developed as a safe, reliable, and convenient solution for overcoming these obstacles. It facilitates smooth transitions between elevations, ensuring ease of movement and addressing mobility challenges. Field tests and questionnaires were conducted to assess the ramp’s durability and effectiveness. Teachers and student assistants participated in pre- and post-test evaluations to measure their understanding of the ramp's use, complemented by a practical demonstration of its setup. User feedback and testing revealed that Ramp-On effectively improved accessibility and safety in school settings. While some areas for enhancement were noted, the majority of responses were positive, affirming the ramp’s success in meeting the needs of primary school students special needs with mobility impairments.
Development of Monitoring Control System in Domestic Water Home Tank Majid, Norhafizan; Yusof, Zarina
Nusantara Civil Engineering Journal Vol 3 No 1 (2025): Nusantara Civil Engineering Journal
Publisher : Civil Engineering Dept, Balikpapan State Polytechnics

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32487/nuce.v3i1.612

Abstract

This study explores the development of an innovative water quality control device for residential tanks, aimed at enhancing water safety and management. Ensuring clean and safe water in home tanks is a growing concern due to variable water quality and maintenance challenges. Traditional methods of water quality monitoring are often manual and inadequate for real-time intervention. The study aims to design a smart control system that provides continuous monitoring, real-time alerts, and automated corrective actions for residential water tanks. A prototype device was developed incorporating sensors for pH, turbidity, and temperature measurements. Data is collected and analyzed using IoT technology, with results displayed on a mobile application. The system features automated controls for water treatment processes and employs machine learning for predictive maintenance. The device successfully provided realtime monitoring and automated responses to water quality issues, significantly improving water safety and maintenance efficiency. Future improvements include expanding sensor capabilities, enhancing the predictive analytics and integrating with other home automation systems to further streamline water management processes.

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