한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)
- 한국지반공학회 2006년도 춘계 학술발표회 논문집
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- Pages.362-371
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- 2006
등입도 투수성 콘크리트 보강 조립토 다짐말뚝의 거동특성 및 침하량 평가기법
A Estimation Method of Settlement and The Behaviour Characteristics of Granular Compaction Pile Reinforced with Uniformly Graded Permissible Concrete
- 김정호 ((주)다산컨설턴트 지반공학부) ;
- 황정순 (두산산업개발(주) 토목턴키팀) ;
- 김승욱 (농업기반공사 농어촌연구원) ;
- 김종민 ((주)도화종합기술공사 지반부) ;
- 김홍택 (홍익대학교 토목공학과)
- Kim, Jeong-Ho (Geotechnical Eng. Dept., Dasan Consultants Co., Ltd.) ;
- Hwang, Jung-Soon (T/K Project Term, Doosan Ind. Dev. Co., Ltd.) ;
- Kim, Seung-Wook (Rural Research Institute, KARICO) ;
- Kim, Jong-Min (Geotechnical Dept., Dowha Consulting Engineers Co., Ltd.) ;
- Kim, Hong-Taek (Dept. of Civil Engineering, Hong-Ik University)
- 발행 : 2006.03.24
초록
The behaviour characteristics of Granular Compaction Pile(GCP) are mainly governed by the lateral confining pressure mobilized in the matrix soft soil to restrain the bulging failure of the granular compaction pile. The GCP method is most effective in soft soil with untrained shear strength ranging from