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CANTILEVER
Published by Universitas Sriwijaya
ISSN : 19074247     EISSN : 24774863     DOI : -
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Environmental Science Transportation
CANTILEVER merupakan jurnal penelitian dan kajian teknik sipil yang menyajikan hasil-hasil penelitian di bidang struktur, transportasi, pengembangan sumberdaya air, geoteknik, manajemen infrastruktur, dan rekayasa lingkungan serta arsitektur. Cantilever pertama kali diterbitkan pada tahun 2006 dalam versi cetak. Sejak tahun 2015, cantilever diterbitkan baik dalam versi cetak maupun online (e-journal). Jurnal ini dikelola dan diterbitkan oleh Jurusan Teknik Sipil Fakultas Teknik Universitas Sriwijaya. Cantilever terbit 2 (dua) kali dalam setahun, yaitu pada April dan Oktober.
Arjuna Subject : -
Articles 52 Documents
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PENGARUH TIPE BENTUK SERAT BAJA TERHADAP SIFAT FISIK DAN MEKANIK BETON BERSERAT BAJA MEMADAT SENDIRI Sulthan, Faiz
CANTILEVER Vol 8, No 1 (2019): Cantilever
Publisher : Jurusan Teknik Sipil dan Perencanaan Fakultas Teknik Universitas Sriwijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1052.211 KB) | DOI: 10.35139/cantilever.v8i1.71

Abstract

The weaknesses of the concrete material are weak to the tensile strength and brittle.  The solution to overcome this weakness is by adding fibers like steel fiber.  The use of steel fibers has constraints in workability.  So as to facilitate work in the field, it was developed to become self-compacting concrete (SCC).  SCC which uses additional steel fibers is known as steel fibers reinforced self-compacting concrete (SFRSCC).  The development of steel fiber shapes from beginning to the present has produced many types of shapes, including of straight, crimped, and hooked.  Based on the various shapes of steel fiber, further development of SFRSCC technology needs to be carried out.  This paper analyzed the influence of steel fiber types consisting of the three types of shapes on the physical and mechanical properties of SFRSCC.  The methodology in this paper is to use literature review and experimental methods.  The results of the analysis show that all types of steel fibers result in a decrease in workability.  The biggest decrease is using hooked type steel fibers, and the smallest uses straight type.  The results of the mechanical properties analysis showed the opposite, the largest increase in mechanical properties was obtained using hooked type, and straight type.  For optimum physical and mechanical properties, crimped type is recommended as a type of steel fiber in the SFRSCC.
PENGARUH FLUKTUASI MUKA AIR TERHADAP DEBIT ALIRAN PADA SUNGAI KETUPAK PADA SAAT MUSIM PENGHUJAN Yendri, Okma; Oemiati, Nurnilam; Muafi, Alaik Yahya
CANTILEVER Vol 8, No 1 (2019): Cantilever
Publisher : Jurusan Teknik Sipil dan Perencanaan Fakultas Teknik Universitas Sriwijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (924.149 KB) | DOI: 10.35139/cantilever.v8i1.75

Abstract

The fluctuations in Ketupak river water affect the amount of inundation that occurs in G Dwijaya Village, Tugumulyo Subdistrict, Musi Rawas Regency.  The research aims to obtain a cross section of river channels to drain runoff water, so that runoff water due to maximum rainfall does not cause inundation.  the Ketupak river channel is unable to float the flow discharge that occurs during the rainy season, besides that there is also a lot of sediment, garbage, trunks and branches that interfere with ketupak river flow, so a re-dimension of the river channel needs to be done.  Based on the calculation of the Ketupak River discharge in the rainy season using the Chow formula method, flowrate (Q) is obtained at 5.22 m³ / sec.  From the results of calculations According to the 5-year rainfall data from 2012-2016, Q = 0.719 m³ / s, so when the rainy season the flow in the river becomes 5.94 m³ / sec (Q ≤ Q max), to meet Q max = equal to 5.94 m³ / sec, it is necessary to add a river cross-sectional area of 12.33 m² to 15.63 m² so that Q is obtained at 5.94 m³ / sec (Q ≥ Q max).

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