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Stress-Strain Modulus of Clay in Undrained Shear

by Charles C. Ladd, (A.M.ASCE), Assoc. Prof. of Civ. Engrg.; Soil Mechanics Div., Dept. of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, MA,



Document Type: Proceeding Paper

Part of: Design of Foundations for Control of Settlement

Subject Headings: Shear tests | Shear stress | Shear strength | Stress strain relations | Soil modulus | Structural settlement | Strain

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