• Title/Summary/Keyword: SSL. P. C. Anchoring method

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The Slope Stability Establishment with P.C. Anchoring Method (P.C. Anchoring 공법을 활용한 사면안정대책)

  • 박철숙;손재호;인영길;장두희
    • Proceedings of the KSEG Conference
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    • 2002.04a
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    • pp.61-73
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    • 2002
  • Daegok dam is Concrete Face Rockfill Dam(C.F.R.D) of which 52m height, 190m length, that construction in beneath 306, Chanjeon-Ri, Dudong-Myeon, Ulju-Gun, Ulsan Metrocity. Left slope excavation of spillway have related to Daegok dam construction are developing crack in Sta. No. 1~2, EL. 134~137m after 67.0mm rainfall from 2000. 7. 23. 13:00 to 7. 24. 04:00. Surface geological survey and slope stability investigation with stereographic projection method in order of slope stability establishment. Partial supplement excavation and SSL. P. C. Anchoring method is able to pre-stressing are think about unstable element after excavation. This slope stability establishment is very successfully completion.

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