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UU Triaxial Test - Fullerton

Civil & Environmental Engineering Department EGCE 324L (Soil Mechanics Laboratory) Spring 2008 Instructor: Binod Tiwari, PhD Date: 4/28/2008 1UU Triaxial Test Concept of Shear Strength Please refer the same materials you got in Unconfined Compression test. a. Triaxial Shear Test Figure 1 Triaxial compression testing device Civil & Environmental Engineering Department EGCE 324L (Soil Mechanics Laboratory) Spring 2008 Instructor: Binod Tiwari, PhD Date: 4/28/2008 2 Triaxial test is more reliable because we can measure both drained and undrained shear strength. Generally diameter (3 tall) or diameter (6 tall) specimen is used. Specimen is encased by a thin rubber membrane and set into a plastic cylindrical chamber.

Procedure (Follow the specific guideline provided in a separate sheet) Measure diameter, length, and initial mass of the specimen. Measure the thickness of the rubber membrane. Set a soil specimen in a triaxial chamber. Increase the cell pressure to a desired value (70 kPa for the first case and 140 kPa in the second case).

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Civil & Environmental Engineering Department CONSTANT …

ecs.fullerton.edu

Place the compression spring on the porous stone. Replace the chamber cap and sealing gasket, securing it firmly with the cap nuts. The spring will restrict upward sample movement. Measure and record the sample length. Assemble the constant head funnel, rod and meter stick. Use the rod clamp the funnel's lower portion.

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