PRIYONO, PUJO (2018) (Peer Review + Similarity + Document) ANALISA DESAIN FLY OVER DAN SLAB ON PILE PADA PERENCANAAN JALAN LINGKAR BARAT KOTA SURABAYA. Universitas Muhammadiyah Jember.
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11. Artikel ANALISA DESAIN FLY OVER DAN SLAB ON PILE PADA PERENCANAAN JALAN LINGKAR BARAT KOTA SURABAYA.pdf Download (769kB) |
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11. Peer review Analisa desain fly over.pdf Download (1MB) |
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11. Plagiasi ANALISA DESAIN FLY OVER DAN SLAB ON PILE PADA.pdf Download (3MB) |
Abstract
The increasing of traffic intensity need to be accommodated by a sufficient infrastructure, both roads and bridges. So the traffic flow fluency can be guaranteed. Surabaya's West Outer Ring Road is one of the sections with heavy traffic flow, while the land condition consists of swampy areas. For this purpose, make a road design with a fly over and slab on pile system that is efficient and fulfill the safety factor for its use. The methodology in this analysis are: (1) Review of the existing conditions, (2) 3 dimension structural analysis, both the bearing capacity of the foundation and the structure of fly over, full slab and slab on the pile, (3) Evaluation of the section capacity of the structure and foundation with the SAP 2000 V.14.2.5 software. The anlysis’s result obtained by the fly over design for pier head beam uses D32 for the main reinforcement, D25 for the shear, Type B elastomer. While the pier uses D32 for the longitudinal reinforcement, D16 for shear. The piles uses D600 with D22 for main and D13 for shear reinforcement, while pile cap uses D32 for the main reinforcement, D25 for shringkage and shear reinforcement. The design of full slab uses D13 for the main reinforcement during lifting condition and ultimate loads. For ultimate conditions uses D13 for x-direction and D22 for y-direction reinforcement. The type B elastomer is used for slab on pile. The type C of pier is used with D600 reinforcement, with D22 for the main and D13 for shear reinforcement. Pile head reinforcement uses D32 and D22 while the shear reinforcement is D19 and D16. The fly over slab design uses D19 for main reinforcement. The section capacity investigation of the fly over and slab precast structures on shear control, fracture, the lifting stress and deflection shows that the sections are fulfill the safety requirement.
| Item Type: | Peer Review |
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| Uncontrolled Keywords: | design, fly over, full slab, slab on pile |
| Subjects: | 600 Technology and Applied Science 600 Technology and Applied Science > 620 Engineering 600 Technology and Applied Science > 620 Engineering > 624 Civil Engineering |
| Divisions: | Faculty of Engineering > Department of Civil Engineering (S1) |
| Depositing User: | Pujo Priyono |
| Contact Email Address: | pujopriyono@unmuhjember.ac.id |
| Date Deposited: | 13 Jul 2022 02:03 |
| Last Modified: | 13 Jul 2022 02:03 |
| URI: | http://repository.unmuhjember.ac.id/id/eprint/14032 |
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