Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2009.09a
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- Pages.967-975
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- 2009
A Case Study Of Dynamic Compacted Rock Embankment Design Considering Long Term Behavior
장기침하를 고려한 고성토 암버력 동다짐 지반의 설계사례
-
Bae, Kyung-Tae
(Institute of Construction Technology, DAEWOO Engineering & Construction Co. Ltd.)
;
- An, Sang-Yik (Institute of Construction Technology, DAEWOO Engineering & Construction Co. Ltd.) ;
- Park, Yong-Man (Kyungin Transmission & Distribution Construction Office, Korea Electric Power Corporation) ;
- Kim, Kang-Kyu (Kyungin Transmission & Distribution Construction Office, Korea Electric Power Corporation) ;
- Kim, Hyung-Suk (Kyungin Transmission & Distribution Construction Office, Korea Electric Power Corporation) ;
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Lee, Woo-Jin
(Dept. of Civil, Environmental and Architectural Engineering, KOREA Univ.)
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배경태
((주)대우건설)
;
- 안상익 ((주)대우건설) ;
- 박용만 (한국전력 경인건설처) ;
- 김강규 (한국전력 경인건설처) ;
- 김형석 (한국전력 경인건설처) ;
-
이우진
(고려대학교 건축.사회환경공학과)
- Published : 2009.09.25
Abstract
In order to control differential settlement and to secure the safety of super structure on a high rock embankment the designed static compaction is changed with dynamic compaction and piled raft method. The parameters for dynamic compaction design are obtained from a pilot test. In addition, numerical analyses are also carried out to figure out the length and quantity of piled raft that can restraint the differential settlement within allowance range.