한국철도학회:학술대회논문집 (Proceedings of the KSR Conference)

한국철도학회 (The Korean Society for Railway)
권호 표지

Compaction Grouting System에 의한 철도역사건물 파일기초보강효과

A Reinforcement Effect of Pile Foundation by Compaction Grouting System in Railroad Station Building

  • 천병식 (한양대학교 공과대학 토목공학과) ;
  • 최승권 (두산산업개발(주)) ;
  • 도종남 (한양대학교 대학원 토목공학과) ;
  • 성화돈 (한양대학교 대학원 토목공학과)
  • 발행 : 2006.11.09
PDF 다운로드
⟨ 이전 논문 다음 논문 ⟩

초록

By the countermeasure which is caused by with railroad station ground settlement it applied a CGS in each independent foundation. The effectiveness of the ground improvement and the bearing capacity of the compaction pile has been verified by the Cone Penetration Test(CPT) and Load Test. Test result show that penetration resistance and the cone friction force increased a lot and settlement 13.475mm as the standard settlement 40.0mm appeared at below. Also uniaxial compression test result $278kg/cm^2$ as the standard $150kg/cm^2$ appeared far a lot.

키워드