Computer · Geotechnical Engineering
In an unconfined compression test on a clay specimen of initial volume V and initial length L, the corrected area of cross-section at failure is taken as (where ΔL is change in length and volume change ΔV = 0):
- 1VL + ΔL
- 2V - ΔLL - ΔL
- 3V + ΔVL - ΔL
- 4VL - ΔL✓
Correct answer
VL - ΔL
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