Ultimate Uplift Capacity of Permanent Anchor Embedded in Weathered Rock

풍화암에 근입된 영구 앵커의 극한인발력

  • 유남재 (강원대학교 토목공학과) ;
  • 박병수 (강원대학교 토목공학과) ;
  • 정길수 (강원대학교 대학원 토목공학과) ;
  • 김진황 (강원대학교 대학원 토목공학과)
  • Published : 2001.12.31

Abstract

The purpose of this study is to estimate ultimate uplift capacity of permanent anchor which was cast into weathered rock. The ultimate uplift capacity was estimated from the load-displacement curve of four different anchors which have different bond length. The creep test was performed for 15minutes under the maximum load of each step in order to understand the load-transfer property of permanent anchor and to decide which anchor to choose. The destruction range of soil due to the changes in load was estimated by installing dial gauge on the ground which was cast into the weathered rock. Ultimately, the study on the behavior of the anchor case into the weathered rock was performed by comparing and analyzing the estimated result of the UUC obtained by the full scale pull out test in the field with the exsting theoretical and practical results of soil and rock anchor.

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