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Analisis Perbandingan Biaya Operasional Kendaraan Jalan Eksisting dan Jalur Lintas Selatan Blitar Huda, Muhammad Miftachul; Aldiansyah, Fauzi; Alfiansyah, Achmad Dzulfiqar; Puspitasari, Nia Dwi
Composite: Journal of Civil Engineering Vol 2, No 1 (2023): Juni 2023
Publisher : University of Merdeka Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26905/jtsc.v2i1.9441

Abstract

Biaya operasional kendaraan merupakan biaya yang diperlukan dalam mengoperasikan kendaraan. Biaya pengoperasian kendaraan dipengaruhi oleh kondisi jalan yang berbeda, geometri, tipe jalan, kecepatan berkendara dan kendaraan yang berbeda. Biaya pengoperasian kendaraan dihitung dengan menggunakan metode Pacific Consultant International (PCI). Tujuan dari analisis ini adalah untuk mengetahui nilai biaya operasional kendaraan antara jalan Jalur Lintas Selatan dan Eksisting. Dengan menggunakan metode PCI didapatkan biaya operasional kendaraan pada jalan eksisting sebesar Rp. 402.446, Sedangkan biaya operasional kendaraan pada jalan Jalur Lintas Selatan sebesar Rp. 252.004. Berdasarkan hasil analisis didapatkan nilai DS pada saat kecepatan rata-rata kendaraan 40 km/jam yaitu sebesar 0,92. Sedangkan nilai DS pada saat kecepatan rata-rata kendaraan 21,9 km/jam yaitu 1.
Kajian Biofisika FRRS Untuk Mengurangi Nyeri Kelelahan Pada Kaki Dengan Stimulasi Listrik dan Magnet Primasari Cahya Wardhani; Nia Dwi Puspitasari; Zakiyah Dania Billah; Tri Anggono Prijo; Bagas Aryaseta; Sakinah Sakinah; Widya Rachma Wulan; Syahrul Munir
Jurnal Fisika Unand Vol 13 No 6 (2024)
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jfu.13.6.762-770.2024

Abstract

This research aims to design and test the effectiveness of the Foot Reflection-Relaxation Stimulator (FRRS), which combines electrical and magnetic stimulation as a reflexology therapy method to reduce pain caused by fatigue. FRRS is designed to stimulate reflex points in the feet by applying principles of physics such as static magnetic fields and Lorentz force, which are expected to enhance blood circulation and relax tense muscles. The testing was conducted on 25 healthy male participants who experienced leg fatigue after traveling a distance of 20 km. Pain levels were measured using the Numerical Rating Scale (NRS) before and after treatment with FRRS. The results showed a significant decrease in pain scale, from an average of 7 before treatment to 3.12 after treatment. The use of FRRS has proven effective in reducing pain due to fatigue in the legs, which is believed to be due to increased blood circulation and muscle relaxation. Thus, FRRS can be a practical and efficient solution to improve the quality of life for individuals who often experience fatigue and pain in their legs.
MONITORING SUHU BETON PONDASI RAFT MENGGUNAKAN THERMOCOUPLE PADA PROYEK PEMBANGUNAN RUMAH SAKIT Yulianti, Gita; Putri, Yulia; Nia Dwi Puspitasari
MERDEKA : Jurnal Ilmiah Multidisiplin Vol. 2 No. 2 (2024): Desember
Publisher : PT PUBLIKASI INSPIRASI INDONESIA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62017/merdeka.v2i2.2767

Abstract

Penelitian ini mengimplementasikan sistem monitoring suhu beton pada pengecoran pondasi raft di proyek pembangunan rumah sakit khusus kanker dengan volume beton yang besar. Sistem monitoring ini menggunakan thermocouple yang terdiri dari kabel kawat + sensor thermocouple Tipe K (probe), temperatur Indikator (thermometer Suhu), dan alat bantu pemasangan lainnya. Tujuan penelitian adalah untuk mengetahui efektivitas penggunaan thermocouple dalam memonitoring suhu beton pada pondasi raft tahap 3 di proyek rumah sakit khusus kanker. Hal ini dilakukan untuk mengoptimalkan proses curing beton dan mencegah terjadinya retak akibat perubahan suhu yang cepat. Hasil penelitian menunjukkan bahwa sistem monitoring suhu menggunakan thermocouple yang diimplementasikan dapat memberikan informasi yang akurat dan real-time tentang profil suhu beton. Informasi ini sangat berguna untuk mengambil tindakan korektif jika terjadi penyimpangan suhu yang signifikan.
Penerapan Metode PIT (Pile Integrity Test) Untuk Mengetahui Kualitas Bore Pile Pada Jembatan Bagor Bagasnanta, Muhammad Rizky; Nia Dwi Puspitasari
MERDEKA : Jurnal Ilmiah Multidisiplin Vol. 2 No. 2 (2024): Desember
Publisher : PT PUBLIKASI INSPIRASI INDONESIA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62017/merdeka.v2i2.3172

Abstract

Pondasi borepile dibuat dengan cor di tempat (cast in-situ) sesuai dengan kedalaman rencana. Karena integritas beton pondasi bor tertanam di dalam lubang bor, tidak mungkin untuk mengontrol kualitas pekerjaan pengecoran secara visual. Akibatnya, untuk mengetahui integritas beton pondasi bor, metode uji non-destructive Pile Integrity Test (PIT) digunakan. Penelitian ini mengambil sampel enam tiang bor dengan diameter 800 mm dan kedalaman 30 m di proyek penggantian jembatan bagor di Situbondo, Jawa Timur, untuk menentukan integritas beton pondasi bor dengan metode PIT. Hasil pengujian PIT yang dilakukan pada kelima tiang uji menunjukkan bahwa integritas beton tiang tersebut berada dalam kategori aman dan satu tiang berada dalam keadaan pengecilan dan adanya retakan pada kedalaman 15m
Analisis Perbandingan Biaya dan Waktu Metode Pelat Konvensional (Cast In Situ) dengan Metode Half Slab Precast pada Proyek Pembangunan RS UPT Vertikal Surabaya Gunawan, Rachmat; Dita Pahang Putra, I Nyoman; Puspitasari, Nia Dwi
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.963

Abstract

The construction project of UPT Vertical Hospital is located in Surabaya, East Java. The project uses a conventional method for its floor slab structure, but the method has many drawbacks such as requiring a lot of labor for formwork work, being highly dependent on weather conditions, and not guaranteeing the quality of concrete in the connection area. For this reason, the precast half slab method will be planned as an alternative solution. This research aims to determine the results of comparative analysis between the conventional method (cast in place) and the half slab precast method in terms of cost and time. The method used in this research is a comparative quantitative method. The results of the analysis of the two methods are the conventional method takes 160 days and costs Rp. 13,315,000,000.00 while the half slab precast method takes 140 days and costs Rp. 10,736,000,000.00. In conclusion, the more efficient method used is the half slab precast method because the method takes 20 days less time and the difference in cost is Rp. 2,579,000,000.00 cheaper than the conventional method (cast in place).
Effect of Fosroc Cebex-100 and Fly Ash Stabilization on the Microstructural Properties of Soft Soil Farichah, Himatul; Firmansyah, Yerry Kahaditu; Puspitasari, Nia Dwi; Damayanti, Apta Kania
International Journal of Eco-Innovation in Science and Engineering (IJEISE) Vol. 5 No. 2 (2024): IJEISE
Publisher : UPN Veteran Jatim

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33005/ijeise.v5i2.133

Abstract

This study investigates the microstructural effects of stabilizing soft soil using fly ash and Fosroc Cebex-100. The soft soil used in this study was collected from the construction site of the Northern Ring Road (JLU) Section 1 in Lamongan regency. Firstly, a series of laboratory soil test was performed to obtain the index properties of the soil sample including unit weight, specific gravity, Atterberg’s limits, optimum moisture content, and maximum dry unit weight. The soil was then treated with three variations of fly ash (20%, 25%, and 30%), while the Fosroc Cebex-100 dosage was held constant at 0.45% of the fly ash weight. A CBR test indicated that a 20% fly ash and Fosroc Cebex-100 mixture achieved the highest CBR value. Consequently, this optimal mix was selected for SEM-EDX (Scanning Electron Microscopy - Energy-Dispersive X-ray Spectroscopy) analysis to further examine microstructural characteristics. Additional fly ash and Fosroc Cebex-100 to the soft soil will influence the microstructural properties of the soil. SEM analysis show that addition of fly ash and Fosroc Cebex-100 results in significant changes in the soil matrix, including increased particle bonding, reduced porosity, and a denser overall structure. Moreover, the addition of fly ash and Fosroc Cebex-100 contribute to the presence of iron (Fe) in the treated soil.
Stress Analysis of PCI-Girder Precast Concrete Segmental Bridge Based on SNI 1725:2016 (Case Study: Konaweha River Bridges, Southeast Sulawesi) Puspitasari, Nia Dwi; Kartini, Wahyu; Alfiansyah, Achmad Dzulfiqar
Journal of Civil Engineering, Planning and Design Vol 2, No 1 (2023): May
Publisher : Faculty of Civil Engeneering and Planning - ITATS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.jcepd.2023.v2i1.4530

Abstract

A prestressed bridge is an alternative way of structural design because of the ease of procurement and installation. For long-span bridges, prestressed beams only require minimum cross-sectional dimensions along with reliable performance. A prestressed concrete beam is always made in several segments to facilitate delivery. It is necessary to analyse and control the stress that occurs due to the external load and the loss of prestress. This study aims to provide a detailed stress analysis of PCI-girder precast concrete segmental bridges, considering the provisions and guidelines specified in SNI 1725:2016. Four stages of construction will be controlled. Namely at the transfer stage, the after-loss of the prestressed stage, the composite beam stage, and the service stage. The tensile and compressive stress analyses will be carried out on the upper side of the bridge surface, the upper side of the girder, and the bottom. If tensile stress occurs, it indicates that the girder is not capable of withstanding the applied load, and additional anchorages need to be installed at each joint between segments. The result obtained from the stress analysis conducted in this study is that no tensile stress is found in any critical sections of the girder. The stress that occurs has fulfilled the design capacity, without any tensile stress occurring in the bridge.
Penyuluhan pentingnya water treatment system dalam menjamin ketersediaan air bersih Fatikasari, Aulia Dewi; Alfiansyah, Achmad Dzulfiqar; Puspitasari, Nia Dwi; Jagad, Sulthanul Auliya; Fandini, Reina Maulidiya
SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan Vol 8, No 4 (2024): December
Publisher : Universitas Muhammadiyah Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31764/jpmb.v8i4.26728

Abstract

Abstrak Perumahan Griya Bhayangkara di Desa Masangan Kulon, Sukodono, Sidoarjo menghadapi permasalahan kualitas air yang ditandai dengan kekeruhan air sumur, bercak kuning di kamar mandi, noda putih pada peralatan dapur, serta bau tidak sedap. Kegiatan pengabdian ini bertujuan untuk memberikan pemahaman kepada warga mengenai Water Treatment System dalam meningkatkan kualitas air bersih untuk kebutuhan sehari-hari. Metode pelaksanaan terdiri dari dua rangkaian kegiatan, yaitu sosialisasi berupa pemaparan materi tentang pentingnya air bersih dan praktik pembuatan Water Treatment System yang meliputi proses koagulasi, sedimentasi, filtrasi, dan disinfeksi. Kegiatan dilaksanakan dengan jarak 16 km dari UPN "Veteran" Jawa Timur dan dihadiri oleh 25 warga. Hasil dari kegiatan pengabdian ini adalah meningkatnya pengetahuan dan pemahaman warga tentang metode sederhana Water Treatment System untuk meningkatkan kualitas air bersih yang akan dimanfaatkan dalam kehidupan sehari-hari. Kata kunci: water treatment system; ekonomi hijau; air bersih; penyaringan air. Abstract The Griya Bhayangkara housing complex in Masangan Kulon Village, Sukodono, Sidoarjo faces water quality problems which are characterized by turbid well water, yellow spots in the bathroom, white stains on kitchen equipment, and unpleasant odors. This service activity aims to provide residents with an understanding of the Water Treatment System in improving the quality of clean water for their daily needs. The implementation method consists of two series of activities, namely socialization in the form of presenting material about the importance of clean water and the practice of making a Water Treatment System which includes the processes of coagulation, sedimentation, filtration and disinfection. The activity was carried out at a distance of 16 km from UPN "Veteran" East Java and was attended by 25 residents. The result of this service activity is increased knowledge and understanding of residents about simple Water Treatment System methods to improve the quality of clean water that will be used in everyday life. Keywords: water treatment system; green economy; clean water; water filtering.