The Effect of Overconsolidation on the Shear Strength Characteristics of an Undisturbed Oslo Clay

by N. E. Simons,

Document Type: Proceeding Paper

Part of: Research Conference on Shear Strength of Cohesive Soils

Subject Headings: Soil strength | Overconsolidated soils | Consolidated soils | Shear strength | Geotechnical engineering | Clays | Norway | Europe

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