Table 1

1 January 2000


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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