Evaluation of bearing capacity of piled raft foundation on OC clay using centrifuge and numerical modeling

JO Park, YW Choo, DS Kim - Proceedings of the Korean …, 2009 - koreascience.kr
Piled raft foundation is a geotechnical composite construction to support the superstructure
by pile-soil-raft interaction. General conventional design for piled raft doesn't consider the …

Three dimensional numerical analysis of Piled Raft on soft clay

JH Lee, SS Jeong - Journal of the Korean Geotechnical Society, 2007 - koreascience.kr
Piled raft is known to be an unfavorable foundation type in soft clay because foundation is
associated with both excessive settlement and bearing capacity failure problems. Despite …

원심모형실험과수치해석을이용한과압밀지반에서의말뚝지지전면기초의지지력평가

박진오, 추연욱, 김동수 - 한국지반공학회논문집, 2009 - dbpia.co.kr
본 연구에서는 말뚝지지 전면기초의 거동을 원심모형시험과 수치해석기법을 이용하여
연구하였다. 단말뚝, 기초판. 군말뚝 및 말뚝지지 전면기초의 극한지지력 비교를 통하여 …

Development of analytical method of piled-raft foundation considering nonlinear behavior of pile

HI Park - Journal of the Korean Geotechnical Society, 2008 - koreascience.kr
In this study, two-dimensional finite element method has been developed to simply consider
the nonlinear load-settlement behavior of piled raft foundation subjected to vertical loads …

Case Study on Mega Foundations of Domestic and Foreign Super High-Rise Buildings

YS Park, HC Lee, KM Kim, CS Cho… - Proceedings of the …, 2010 - koreascience.kr
This paper describes the possibility of the raft thickness reduction for mega foundations
system of super high-rise buildings through a case study on domestic and foreign super high …

[引用][C] Piled-raft 기초는Mat 기초, Pile 기초에비해기초를최적설계를함으로써지반으로부터매트에작용하는전단력, 모멘트등을줄일수있기때문에매트의두께를줄이는데 …

건물명, 소재지, 홍콩, 상하이