Effects of Stress Ratio on Behavior of Quasi-Preconsolidated Compacted Clay under Plane Strain Compression

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by Hoe I. Ling, (M.ASCE),
Fumio Tatsuoka,

Document Type: Proceeding Paper

Part of: Measuring and Modeling Time Dependent Soil Behavior:

Subject Headings: Compacted soils | Soil compression | Clays | Soil stress | Plane strain | Compressive strength |

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