Use of Back Pressure to Increase Degree of Saturation of Triaxial Test Specimens

by John Lowe, III, (M.ASCE),
Thaddeus C. Johnson, (A.M.ASCE),

Document Type: Proceeding Paper

Part of: Research Conference on Shear Strength of Cohesive Soils

Subject Headings: Triaxial tests | Compression tests | Soil tests

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