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

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

Document Type: Proceeding Paper

Part of: Measuring and Modeling Time Dependent Soil Behavior

Subject Headings: Soil compression | Soil stress | Compressive strength | Compacted soils | Compression tests | Clays | Plane strain | Stress strain relations

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