한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)
- 한국지반공학회 2008년도 추계 학술발표회
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- Pages.1707-1711
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- 2008
잔교식 안벽 해석시 수평지반반력계수의 적용
Application of the Lateral Subgrade Reaction Modulus in Landing Pier
- Park, See-Boum (Korea Engineering Consultants Corp.) ;
- Kim, Ji-Yong (Pyeong_won Engineering & Construction Co., LTD.)
- 발행 : 2008.10.10
초록
Landing pier is connect from onshore to offshore with bridge type that a coast structure. The sub-structure is consisted of vertical or batter pile and combined reinforced concrete slab. These days useful design method of quay wall of landing pier type for pile foundation analysis abide by approximate depth of pile supported method, "Harbor and port design criterion, 2005 The ministry of land transport and maritime affairs". The approximate depth of pile supported is calculated two kind of method that one is assume to below depth of 1/
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