Table 5.8 Geotechnical Results of DM Samples in Calumet Harbor Atterberg Unconsolidated-Undrained Consolidated-Undrained (CU) Limits (UU) Dry Geotechnical Total w (%) Gs Density n (%) Total Effective Effective Properties LL PI Friction Cohesion Friction Angle (psf) Cohesion Cohesion Angle (%) (%) Angle (psf) (deg.) (psf) (psf) (deg.) (deg.) Average 43.8 16 32.5 2.70 18.8 103 380 21.1 140 30.8 100 3.4 Maximum 47 17 42.6 2.71 19.3 108.7 720 36.5 250 33.9 130 6.7 Minimum 40 15 17.9 2.69 18 99 40 5.6 30 27.6 70 0 Number of 4 12 2 Samples
Table 5.8 Geotechnical Results of DM Samples in Calumet Harbor Geotechnical Properties Atterberg Limits w (%) Gs Dry Density (psf) n (%) Consolidated-Undrained (CU) Unconsolidated-Undrained (UU) LL (%) PI (%) Total Cohesion (psf) Total Friction Angle (deg.) Effective Cohesion (psf) Effective Angle (deg.) Cohesion (psf) Friction Angle (deg.) Average 43.8 16 32.5 2.70 18.8 103 380 21.1 140 30.8 100 3.4 Maximum 47 17 42.6 2.71 19.3 108.7 720 36.5 250 33.9 130 6.7 Minimum 40 15 17.9 2.69 18 99 40 5.6 30 27.6 70 0 Number of Samples 4 12 2
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