한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)
- 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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- Pages.1-6
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- 2008
1차원 압밀점토의 응력해방에 의한 수직변형량과 현장재현 압밀시험에 관한 연구
A study on reappeared consolidation test of in-situ property and vertical deformation of sample due to stress release
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Kim, Jae-Young
(Civil Design Team, amco. co., ltd.)
;
- Takada, Naotoshi (Osaka City University) ;
- Kang, Sang-Wook (Civil Design Team, amco. co., ltd.) ;
- Kim, Ki-Seop (Civil Design Team, amco. co., ltd.) ;
- Park, Sang-Uk (Civil Design Team, amco. co., ltd.) ;
- Kim, Sung-Rae (Civil Design Team, amco. co., ltd.)
- 발행 : 2008.03.28
초록
When a saturated clay is sampled in an undisturbed manner from a bore hole, the sample extends vertically and shrinks horizontally under undrained conditions due to stress release. The conventional consolidation test specimen is trimmed from the expanded sample so that its diameter is equal to the inner diameter of the consolidation test ring, this test procedure does not reproduce the actual consolidation behavior. The measurement of sample extension was conducted by means of overcoring method found that the extension strains were 1 to 2%. To simulate the in-situ consolidation behavior, the consolidation test method that uses a specimen with a slightly smaller diameter than the inside diameter of consolidometer so that the specimen expands laterally to the inside of the ring.