Table 1: Soil Properties
Soil Layer |
Unit Weight, γ (pcf) |
Friction Angle, φ (degrees) |
Undrained Shear Strength, Su (psf) |
Permeabilityk (cm/sec) |
Elastic Modulus(psi) |
Compression Ratio, CR |
Recompression Ratio, RR |
Upper Sand |
115 |
29 |
– |
1.0 x 10-3 |
1,200 |
– |
– |
Lower Sand |
120 |
32 |
– |
4.0 x 10-4 |
1,450 |
– |
– |
Lower Silt and Clay |
120 |
30 |
2,000 |
1.0 x 10-5 |
1,350 |
0.10 (ML and SC)
0.26 (CH) |
0.013 (ML and SC)
0.052 (CH) |
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