Abstract
Based on one-dimensional consolidation theory, that the settlement-time curve appears S shape under linear loading or nearly linear loading is proved strictly.
Original language | Chinese (Simplified) |
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Pages (from-to) | 20-22 |
Number of pages | 3 |
Journal | Yantu Lixue/Rock and Soil Mechanics |
Volume | 25 |
Issue number | 1 |
Publication status | Published - 1 Jan 2004 |
Keywords
- Consolidation theory
- Linear loading
- S-t curve
ASJC Scopus subject areas
- Geotechnical Engineering and Engineering Geology
- Earth-Surface Processes