摘要
The coefficient of earth pressure at rest K0 is obviously important in geotechnical problems. The influences of a plastic potential on the minor principal effective stress during one-dimensional consolidation are examined by finite element consolidation analysis. Results of experimental and numerical investigations indicate that the coefficient of earth pressure at rest during one-dimensional consolidation appears to be governed by the plastic potential and time effects of secondary compression.
原文 | ???core.languages.en_GB??? |
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頁(從 - 到) | 27-31 |
頁數 | 5 |
期刊 | Journal of GeoEngineering |
卷 | 11 |
發行號 | 1 |
DOIs | |
出版狀態 | 已出版 - 2016 |