Computer · Geotechnical Engineering
For a downward flow specimen tube with differential head Δh = 200 mm, thickness of soil specimen H = 300 mm, top water layer height H1 = 100 mm, and saturated unit weight γsat = 18.5 kN/m3, determine the seepage pressure at the bottom of the soil specimen. (Take unit weight of water γw = 9.81 kN/m3)
- 11.96 kPa✓
- 21.45 kPa
- 31.70 kPa
- 41.20 kPa
Correct answer
1.96 kPa
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