Cohesive soil screening
- Input
- B = 1.5 m, Df = 1 m, c = 25 kPa, gamma = 18 kN/m^3, surcharge = 10 kPa, Nc = 30, Nq = 18, Ngamma = 15, FS = 3.
- Method
- Compute q, qult, then qallow.
- Formula
- qult = 25 x 30 + 28 x 18 + 0.5 x 18 x 1.5 x 15
- Intermediate steps
- Effective surcharge = 28 kPa.
- Ultimate capacity = 1456.5 kPa.
- Allowable capacity = 485.5 kPa.
- Final result
- The value is a preliminary screening capacity.
- Interpretation
- Useful for reviewing input sensitivity before geotechnical design.
- Limitation
- Does not replace a soil report, settlement check, or foundation design.