EUROSEIS STRONG MOTION DATABASE VERSION:1.0 DATATYPE:STATION METADATA - SITE CHARACTERIZATION - GEOTECHNICAL ****************************************************************** STATION: GRA ****************************************************************** SAMPLING BOREHOLE _________________ Reference: EUROSEISTEST Project Reports, 1993-1995 Thickness (m) UCS Soil description proposed G-ã-D curves (look at laboratory tests) 0-6 SM Silty sand and clayey silt SM. nonlin 6-10 ML-CL Silty sand and clayey silt CL-ML. nonlin 10-18 SM Silty sand and clayey sand SM. nonlin 18-20 CL Silty sand and clayey sand CL. nonlin 20-40 SM Silty sand and clayey sand SM. nonlin 40-63 CL Clayey sand CL. nonlin 63-95 CH Marly clay and silty clay with sand gravels CH. nonlin 95-110 CL-stiff Sandy clay with gravels CL-ML. deep nonlin 110-130 R. Schist R. nonlin NORMALIZED STANDARD PENETRATION TEST ____________________________________ Reference: EUROSEISTEST Project Reports, 1993-1995 Depth (m) NSPT values 3 15 5.5 24 7.5 10 10.5 12 12.5 36 14.5 37 16.5 36 19 20 21 73 22.5 77 24.5 60 26.5 54 28.5 29 30.5 80 32.5 46 34.5 50/9cm 36.5 67 38.5 80 40.5 55 42.5 45 CONE PENETRATION TEST _____________________ Reference: EUROSEISRISK Project Reports, 2002-2005 Depth Cone Sleeve Friction Friction Resistance Resistance Ratio (m) qc (MPa) fs (kPa) FR (%) 0.20 7.84532 26.15106667 0.33 0.40 4.118793 52.30213333 1.27 0.60 1.765197 104.6042667 5.93 0.80 1.96133 39.2266 2.00 1.00 1.372931 78.4532 5.71 1.20 0.980665 52.30213333 5.33 1.40 1.569064 26.15106667 1.67 1.60 1.765197 117.6798 6.67 1.80 0.784532 52.30213333 6.67 2.00 0.980665 26.15106667 2.67 2.20 0.588399 39.2266 6.67 2.40 0.980665 26.15106667 2.67 2.60 1.96133 65.37766667 3.33 2.80 2.941995 52.30213333 1.78 3.00 2.745862 156.9064 5.71 3.20 4.118793 52.30213333 1.27 3.40 0.784532 130.7553333 16.67 3.60 0.588399 13.07553333 2.22 3.80 1.96133 52.30213333 2.67 4.00 1.176798 39.2266 3.33 4.20 0.392266 13.07553333 3.33 4.40 0.392266 13.07553333 3.33 4.60 0.392266 13.07553333 3.33 4.80 0.392266 13.07553333 3.33 5.00 0.392266 13.07553333 3.33 5.20 0.392266 13.07553333 3.33 5.40 0.196133 13.07553333 6.67 5.60 0.392266 13.07553333 3.33 5.80 0.392266 26.15106667 6.67 6.00 0.588399 26.15106667 4.44 6.20 0.588399 26.15106667 4.44 6.40 0.588399 26.15106667 4.44 6.60 0.588399 52.30213333 8.89 6.80 0.980665 39.2266 4.00 7.00 1.372931 52.30213333 3.81 7.20 1.372931 65.37766667 4.76 7.40 1.372931 65.37766667 4.76 7.60 1.176798 78.4532 6.67 7.80 1.372931 39.2266 2.86 8.00 1.765197 91.52873333 5.19 8.20 2.745862 183.0574667 6.67 8.40 1.96133 261.5106667 13.33 8.60 6.080123 91.52873333 1.51 8.80 4.314926 366.1149333 8.48 9.00 4.707192 339.9638667 7.22 9.20 2.157463 313.8128 14.55 9.40 2.353596 313.8128 13.33 9.60 10.78731 326.8883333 3.03 9.80 17.65197 130.7553333 0.74 10.0 15.69064 392.266 2.50 10.2 21.57463 392.266 1.82 10.4 19.6133 130.7553333 0.67 10.6 2.745862 444.5681333 16.19 10.8 1.96133 196.133 10.00 11.0 1.765197 78.4532 4.44 11.2 1.96133 78.4532 4.00 11.4 1.96133 65.37766667 3.33 11.6 1.765197 78.4532 4.44 11.8 2.745862 52.30213333 1.90 12.0 3.138128 130.7553333 4.17 12.2 1.96133 209.2085333 10.67 12.4 12.16024 130.7553333 1.08 12.6 5.491724 418.4170667 7.62 12.8 1.96133 287.6617333 14.67 13.0 1.96133 65.37766667 3.33 13.2 1.96133 65.37766667 3.33 13.4 1.765197 52.30213333 2.96 13.6 1.372931 52.30213333 3.81 13.8 1.765197 39.2266 2.22 14.0 2.157463 52.30213333 2.42 14.2 2.157463 104.6042667 4.85 14.4 3.530394 52.30213333 1.48 14.6 2.941995 130.7553333 4.44 14.8 1.96133 169.9819333 8.67 15.0 5.295591 169.9819333 3.21 15.2 2.941995 287.6617333 9.78 15.4 2.745862 130.7553333 4.76 15.6 6.080123 274.5862 4.52 15.8 10.78731 156.9064 1.45 16.0 9.218251 274.5862 2.98 16.2 8.433719 222.2840667 2.64 16.4 12.55251 339.9638667 2.71 16.6 5.88399 392.266 6.67 16.8 3.138128 536.0968667 17.08 17.0 4.118793 222.2840667 5.40 17.2 7.060788 130.7553333 1.85 17.4 19.6133 523.0213333 2.67 17.6 23.53596 130.7553333 0.56 17.8 23.53596 392.266 1.67 G-ã-D CURVES ____________ Reference: EUROSEISTEST Project Reports, 1993-1995 Formation CH Formation CL Formation CL-ML Formation CL-ML-deep formation Formation R. Formation SM- Formation W.R. Shear strain (%) G/GMax 10 Shear strain (%) G/GMax 10 Shear strain (%) G/GMax 10 Shear strain (%) G/GMax 9 Shear strain (%) G/GMax 9 Shear strain (%) G/GMax 11 Shear strain (%) G/GMax 11 0.000001 1 0.000001 1 0.000001 1 0.000001 1 0.000001 1 0.000001 1 0.000001 1 0.000003 1 0.000003 1 0.000003 0.995 0.00001 0.95 0.000003 1 0.000003 0 0.000003 0.999 0.00001 0.9997 0.00001 0.99 0.00001 0.98 0.00003 0.88 0.00001 1 0.00001 0.995 0.00001 0.999 0.00003 0.9989 0.00003 0.94 0.00003 0.9 0.0001 0.74 0.00003 0.995 0.00003 0.97 0.00003 0.998 0.0001 0.96 0.0001 0.825 0.0001 0.74 0.0002 0.63 0.0001 0.989 0.0001 0.855 0.0001 0.98 0.0002 0.9 0.0002 0.69 0.0002 0.6 0.0003 0.55 0.0003 0.98 0.0002 0.7 0.0002 0.96 0.0003 0.86 0.0003 0.61 0.0003 0.52 0.001 0.3 0.001 0.94 0.0003 0.56 0.0003 0.94 0.001 0.62 0.001 0.34 0.001 0.27 0.002 0.2 0.002 0.88 0.001 0.225 0.001 0.85 0.003 0.3 0.002 0.23 0.003 0.12 0.005 0.15 0.01 0.6 0.002 0.12 0.003 0.65 0.005 0.2 0.005 0.15 0.006 0.1 Shear strain (%) Damping 10 Shear strain (%) Damping 5 0.003 0.85 0.01 0.35 Shear strain (%) Damping 10 Shear strain (%) Damping 10 Shear strain (%) Damping 9 0.000001 4.05 0.000001 0.6 0.007 0.7 0.1 0.287 0.000001 2.5 0.000001 2.41 0.000001 1.81 0.000003 4.05 0.00001 0.6 Shear strain (%) Damping 9 Shear strain (%) Damping 10 0.000003 2.5 0.000003 2.41 0.000003 1.81 0.00001 4.3 0.0001 1.3 0.000001 0.88 0.000001 1.01 0.00001 2.8 0.00001 2.5 0.00001 2.2 0.00003 5.1 0.001 3.2 0.000003 0.88 0.000003 1.01 0.00003 2.95 0.00003 3 0.00003 3 0.0001 6.3 0.01 8 0.00001 1.1 0.00001 1.02 0.0001 3.5 0.0001 4.4 0.0001 4.7 0.0002 7.5 0.00003 2 0.00003 1.35 0.0002 4.3 0.0002 5.8 0.0002 6.7 0.0003 8.3 0.0001 4.2 0.0001 2 0.0003 5 0.0003 7 0.0003 8 0.001 11.8 0.0002 6 0.0002 2.5 0.001 8.2 0.001 11.7 0.001 14 0.002 14 0.0003 7.1 0.0003 3 0.003 13.5 0.002 14.8 0.002 19 0.003 15.5 0.001 12.4 0.001 4.5 0.005 16 0.003 17 0.002 17 0.003 7 0.01 11