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INDONESIA
CANTILEVER
Published by Universitas Sriwijaya
ISSN : 19074247     EISSN : 24774863     DOI : -
Core Subject : Social, Engineering,
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.
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Articles 5 Documents
Search results for , issue " Vol 2, No 1 (2007): Cantilever" : 5 Documents clear
ANALISIS SENSITIVITAS RESIKO INVESTASI PROYEK INFRASTRUKTUR JALAN TOL Fitriani, Heni
CANTILEVER Vol 2, No 1 (2007): Cantilever
Publisher : Jurusan Teknik Sipil & Perencanaan Fakultas Teknik Universitas Sriwijaya

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Abstract

Investment evaluation on infastruchre requires careful analysis and should consider risks and uncertainties due to its unpredictable outcomes. Risk derives from our inability to see into the future, and indicates a degree of uncertainty. This paper presents the alternative approach- Sensitivity Analysis- in evaluating the most critical variables of risks which influence the investment decision on toll roads. @RISK makes it easier to see the impact of uncertain model parameters on the results and offers a powerful analysis technique for selecting between available alternatives. An advanced sensitivity analysis using Tornado Graph or Spider Graph will give the same information on the changing of the outputs.
KELAYAKAN EKONOMI ASBUTON PILOT PROJECT ASBUTON DI KALIMANTAN TENGAH Yamin, R. Anwar
CANTILEVER Vol 2, No 1 (2007): Cantilever
Publisher : Jurusan Teknik Sipil & Perencanaan Fakultas Teknik Universitas Sriwijaya

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Abstract

Road development in Indonesia in average needs 1,2 million ton of asphalt. 600 thousand ton fromthat amount supplied by Pertamina and the rest has been imported from various countries. The volume of imported asphalt which nearby 50% of national need, of course, give a negative impact to Indonesia. Because of that, a continuity optimalization effort for using asbuton has been kept. Since asbuton invented, the technology of using asbuton keep evolutes from conventional asbuton. fine asbuton, micro asbuton, asbuton mastic. granulated asbuton and pure asbuton. The use of granulated asbuton have conducted on project scale in five provinces in Indonesia and concluded that technically asphaltic asbuton mixture could be produced and applicated in field and the mixture shown better performance compared to conventional asphaltic mixture. Not only the choice of asphaltic mixtures type is not depend solely on technical reason, but also economic reason. The aim of this study is to know the economy feasibility of using granulated asbuton in asphaltic mixture in Middle Borneo. This study concluded that the use of granulated asbuton as a pavement materials gave a positive effect on economic aspect, as it reduced the use of refinery asphalt and aggregate. In its optimum dozes, the price of AC-WC contained asbuton in type of B5/20 and B15/20 is economically feasible compared to AC-WC without asbuton with the same thickness when maximum ratio of asbuton price is 0.2 of refinery asphalt. And for Bl5/25 and B20/25 asbuton types, the maximum ratio is 0.25. For the same service life, asbuton type of B5/20 is economically feasible when its maximum price ratio to refinery asphalt is 0.5. And for Bl5/20, Bl5/25 and B20/25 type of asbuton its maximum ratio are 0.4.
MODEL PENGENDALIAN MATERIAL PADA INDUSTRI BETON READY MIX Toyfur, Mona Foralisa
CANTILEVER Vol 2, No 1 (2007): Cantilever
Publisher : Jurusan Teknik Sipil & Perencanaan Fakultas Teknik Universitas Sriwijaya

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Abstract

Ready mix concrete is chosen which project need large amount of concrete. For ready mix concrete producer, must have controlling system to give best quality. The system has to control how much material has to be stored because it will influence ordering cost, carrying cost, shortage cost, set up cost. This study develop a model that analyze when the producer ordering materials and how much material they order. This model can be used to define optimum order, safety stock, reorder point, cycle time of order and optimum safety capacity.
ANALISIS STABILITAS STRUKTUR PELAT DENGAN SOLUSI DERET FOURIER DAN FINITE DIFFERENCE Saloma, Saloma; Dolu, Anwar
CANTILEVER Vol 2, No 1 (2007): Cantilever
Publisher : Jurusan Teknik Sipil & Perencanaan Fakultas Teknik Universitas Sriwijaya

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Abstract

Differential Equation of Slab is manifestation from mathematic model that refers physics fenomens from slab flexible, which is decreased by asumstions that have related with material characteristics such as elastic linear, homogen, isotropic and others physics attitude. This differential equation solution with finite difference and Fourier Series is changed determines Differential Equation of Slab to trigonometric functions (sinus and cosinus), addition all trigonometric funcfion produce analytic solution from Differential Equation of Slab.
KAJIAN AWAL PEMANFAATAN SAMPAH TERDEGRADASI SEBAGAI LAPISAN PENUTUP LANDFILL Hadinata, Febrian
CANTILEVER Vol 2, No 1 (2007): Cantilever
Publisher : Jurusan Teknik Sipil & Perencanaan Fakultas Teknik Universitas Sriwijaya

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Abstract

The contradictive one on landfill for municipal solid waste is about cover system. For many landfills in Indonesia that commonly using controlled landfill system, where waste is filled into landfill and being covered by soil every few days. The covering with soil, especially for sanitation usage. The problem, the soil that used as a cover layer have a much bigger unit weight charasteristic than the unit weight of the waste itself. There is a stability problem here, evenly the unity between soil and waste, failure of cover layer, also the soil character that is so sensitive to water. The increasing of moisture content will so influence to the strength of the soil. As we know, in landfill, there is so much water come from wastes leachate, and also from precipitation. Degraded waste is one of the alternative material that can be use as a cover. The light unit weight and hidraulics character that like silt, are the advantage factors from degraded waste.

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