EUROSEIS STRONG MOTION DATABASE VERSION:1.0 DATATYPE:STATION METADATA - SITE CHARACTERIZATION - GEOTECHNICAL ****************************************************************** STATION: FRM ****************************************************************** SAMPLING BOREHOLE _________________ Reference: EUROSEISTEST Project Reports, 1993-1995 Thickness (m) UCS Soil description proposed G-ã-D curves (look at laboratory tests) 0-1.5 ML Sandy clay with silty sand ML. nonlin 1.5-5 CL Sandy clay with silty sand CL. nonlin 5-10 SM Sandy clay with silty sand SM. nonlin 10-12 CL Sandy clay with silty sand CL. nonlin 12-21 SM Silt and silty sand SM. nonlin 21-31 SM Silt and silty sand SM. nonlin 31-34 ML Silt and silty sand CL-ML. nonlin 34-37 SM Silt and silty sand SM. nonlin 37-42 CL-ML Silt and silty sand CL-ML. nonlin 42-50 SM Silt and silty sand SM. nonlin 50-75 CL sandy clay and clayey silt CL. nonlin 75-117 CH Marly clay and silty clay with sand and gravels CH. nonlin 117-175 CL-stiff Sandy clay or silty clay with gravels CL-ML. deep nonlin 175-185 W.R. Weathered schist W.R. nonlin 185-200 R. Schist R. nonlin NORMALIZED STANDARD PENETRATION TEST ____________________________________ Reference: EUROSEISTEST Project Reports, 1993-1995 Depth (m) NSPT values 2.5 22 5 18 7 62 9 74 11 31 12.5 32 14.5 57 17 95 19 82 21 72 23 57/15cm 24.5 70/14cm 27 70/15cm 29 50/11cm 30.5 70/15cm 32.5 60/15cm 34 61/15cm 36.5 44 38.5 59 41.5 28 43.5 100 45 70/7cm G-ã-D CURVES ____________ Reference: EUROSEISTEST Project Reports, 1993-1995 Formation CH Formation CL Formation CL-ML Formation CL-ML-deep 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