Stability Analysis of Marine Structure Foundation Constructed by Deep Mortar Piles

심층몰탈파일로 조성된 항만구조물 기초의 안정성 검토

  • 천병식 (한양대학교 토목공학과) ;
  • 여유현 (한국해양대학교 토목공학과) ;
  • 김경민 (한양대학교 토목공학과) ;
  • 양진석 (한양대학교 토목공학과) ;
  • 김도식 (한양대학교 토목공학과)
  • Published : 2001.05.01

Abstract

In this case study, under conideration of field situations, such as increase of water level, height increment of the marine structure, dredging and backfill, the stability analysis of sliding and lateral flow of the marine structure in OOOharbor was carried out, and foundation reinforcement methods was presented. based on the results of site investigation, the stability analysis of slope sliding and lateral flow was performed as following. In section BH-1, 2, the analysis was performed in two cases that the marine structure was heightened and filled, and not heightened and filled. In section BH-1, 4, heightened and filled. The analysis results showed that the stabilities of slope sliding and lateral flow in section BH-1, 2, 3, 4 were unstable. After additional reinforcements with Deep Mortar Pile, the stabilities in section BH-1, 2, 3, 4 were evaluated as efficiently large.

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