Physics · Soil Mechanics

In a consolidated drained (CD) triaxial test on a saturated soil sample, the excess pore water pressure is zero during:

Verified Solution4 OptionsUpdated: October 2026👁️1 View

1Both the consolidation and shearing stages✓
2The shearing stage only
3The loading stage only
4The consolidation stage only

Correct answer

Both the consolidation and shearing stages

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In a consolidated drained (CD) triaxial test on a saturated soil sample, the excess pore water pressure is zero during:

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In a consolidated drained (CD) triaxial test on a saturated soil sample, the excess pore water pressure is zero during:

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