EUROSEIS STRONG MOTION DATABASE VERSION:1.0 DATATYPE:STATION METADATA - SITE CHARACTERIZATION - GEOTECHNICAL ****************************************************************** STATION: PRR ****************************************************************** SAMPLING BOREHOLE _________________ Reference: EUROSEISTEST Project Reports, 1993-1995 Thickness (m) UCS Soil description 0-2 SC Brown-red clayey sand with thin gravels 2-6 SW-SM Brown sitly-clayey sand with gravels 6-10 SM Brown silty sand 10-12 CL Light brown sandy clay 12-14 SM Light brown silty sand 14-31 GNEISS Micaceous gneiss with insertions of separated schist 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 8.825985 156.9064 1.78 0.40 9.80665 196.133 2.00 0.60 4.314926 261.5106667 6.06 0.80 3.530394 156.9064 4.44 1.00 3.530394 117.6798 3.33 1.20 2.745862 143.8308667 5.24 1.40 1.96133 300.7372667 15.33 1.60 12.94477 444.5681333 3.43 1.80 39.2266 0.00 0.00 2.00 39.2266 0.00 0.00 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