STUDI PERENCANAAN TURAP BAJA PADA RUAS JALAN LOA JANAN – TENGGARONG Km.26+620 s/d Km. 27+420 KABUPATEN KUTAI KARTANEGARA KALIMANTAN TIMUR
| Main Author: | SULISTYAWATI, SRI |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2008
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/7731/1/STUDI_PERENCANAAN_TURAP_BAJA_PADA_RUAS_JALAN_LOA_JANAN.pdf http://eprints.umm.ac.id/7731/ |
Daftar Isi:
- The Kutai Kartanegara had the condition terrain that was very potential in the landslide danger, especially to the area that was gotten the highway all along the river. Apart from the burden personally the land was also gotten by the burden of the life resulting from the road. So must be planned the wall resists the land took the form of the construction of the sheet pile. The sheet pile was the wall resists the land flexible that had a function of keeping the land and keeping the entry of water in the hole excavation. The aim of the writing was to know how the design of the sheet pile that was appropriate for the stability of the landslide in the part of the road of Loa Janan – Tenggarong Km. 26+620 s/d Km. 27+420? The analysis of wall planning of the sheet pile anchor was used by the free tip method (free end method) with the view that the sheet pile was the material that was very stiff compared with the land around it, the fall happened resulting from the rotation of the wall of the sheet pile against his low tip and the land pressure passive happened in the land before the pile whereas the active land pressure happened behind the wall. From the sheet pile, then the dimension and long the biggest sheet pile that is in sta.2+700. Where to this station The wall of the sheet pile was used the appearance of the steel sheet pile of FSP 400x75x8 long 5,5 meter, the beam prop up from the appearance of the canal of C 70x180x8 and the pile was as the armature used by the appearance of the O pipe steel the diameter 216,3 mm in a long manner 6 meter.