EUROSEIS STRONG MOTION DATABASE VERSION:1.0 DATATYPE:STATION METADATA - SITE CHARACTERIZATION - GEOTECHNICAL ****************************************************************** STATION: STE ****************************************************************** SAMPLING BOREHOLE _________________ Reference: EUROSEISTEST Project Reports, 1993-1995 Thickness (m) UCS Soil description proposed G-ã-D curves (look at laboratory tests) 0-3 SM-SC Silty-clayey sand and sandy clay SM.nonlin 3-8 CL Silty-clayey sand and sandy clay CL.nonlin 8-10 SC Silty-clayey sand and sandy clay SM.nonlin 10-14 GNES Weathered micaceous gneiss WR.nonlin 14-25 GNES Micaceous gneiss R.nonlin NORMALIZED STANDARD PENETRATION TEST ____________________________________ Reference: EUROSEISTEST Project Reports, 1993-1995 Depth (m) NSPT values 2.5 56 4.5 60/15cm 6.5 40 9 24 11 65 13 50/7cm 14.5 70/10cm 16 70/10cm 18 60/15cm 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