한국건축시공학회지 (Journal of the Korea Institute of Building Construction)
- 제1권1호
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- Pages.151-159
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- 2001
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- 1598-2033(pISSN)
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- 2233-5706(eISSN)
성토기초지반의 탄.점소성 거동 특성
Behavior Characteristics of Embankment Foundation Based on Elasto-Viscoplastics Analysis
초록
This study was performed to investigate the effect of time-dependent creep on the deformation. In the analysis, modified Cam-Clay model was adopted to describe the elastic-plastic behavior of clayey soil. In order to consider effect of creep, the secondary coefficient of consolidation