교량기초의 동적특성 파악을 위한 충격실험

An Impact Test for investigating the Dynamic Characteristics of Actual Bridge Foundation

  • 김학수 (호남대 토목공학과) ;
  • 이상희 (동국대 토목공학과) ;
  • 앙경택 (대림공업전문대학교 메카트로닉스학과) ;
  • 김생빈 (동국대 토목공학과)
  • 투고 : 1997.08.26
  • 발행 : 1997.09.30

초록

Although most bridge foundations are usually constructed by Caisson, terrain difficulties sometimes bring about constructing bridge foundations by Jacket piles. This study investigated the dynamic characteristics of Caisson and Jacket by testing the impact applied to actual bridge foundations. The test result showed that the damping ratio of the foundation constructed by Jacket and Caisson were measured 1-2% and 3-6%, respectively. Considering the lateral deflection measured by the impact test, the rigidity of foundations constructed by Jacket was assessed about 1/5 - 1/6 of those constructed by Caisson. It implies that designing bridge foundations should include and reflect the dynamic analysis of bridge foundation.

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