한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)
- 한국지반공학회 2008년도 추계 학술발표회
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- Pages.1212-1217
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- 2008
횡하중을 받는 말뚝의 Beam-Column 해석
A Beam-Column Analysis of Laterally Loaded Piles
- 백원진 (전남대학교 생물산업공학과) ;
- 이강일 (대진대학교 건설시스템공학과) ;
-
이진수
(동신대학교 토목공학과)
;
- 김주현 (알지오 이엔씨 기술연구소) ;
- 송병관 (전남대학교 지역.바이오시스템 공학과)
- Baek, Won-Jin (Dept. of Bio-systems & Agricultural Eng., Chonnam National University) ;
- Lee, Kang-Il (Dept. of Civil Eng., Daejin University) ;
-
Lee, Jin-Soo
(Dept. of Civil Eng., Dongshin University)
;
- Kim, Ju-Hyun (Institute of Eng. Research, R-geo E & C Co. Ltd.) ;
- Song, Byung-Gwan (Dept. of Bio Systems & Rural Eng., Chonnam National University)
- 발행 : 2008.10.10
초록
In this study, in order to clarify the effect of the direction of cyclic shear on the post-earthquake settlement the multi-directional shear tests were carried out for Toyoura Japan standard sand, Genkai natural sand and the Granulated Blast Furnace Slag (GBFS). In a series of tests, number of strain cycles was changed as n=5-200 and the shear strain amplitude varied from 0.1% to 1.0%. The relative density was also changed as Dr=50, 60 and 70%. From the test results for Toyoura sand and GBFS, it is clarified that the post cyclic settlement is relatively large at the small relative density and becomes large with the shear strain amplitude. When the influence of the direction of cyclic shear is decreases, the post cyclic settlement strain for Toyoura sand is converged to a constant value, but the GBFS is increased with the number of strain cycles.