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: Compacted soils | Soil properties | Soil compression | Soil stress | Plane strain | Compression tests | Clays
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