EUROSEIS STRONG MOTION DATABASE VERSION:1.0 DATATYPE:STATION METADATA - SITE CHARACTERIZATION - GEOTECHNICAL ****************************************************************** STATION: TST_040 ****************************************************************** 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 clay sand SM.nonlin 3-5.5 CL silty clay sand CL.nonlin 5.5-8 ML-CL silty sand and sandy clay (grey-black) CL-ML.nonlin 8-16 SM silty sand and sandy clay (grey-black) SM.nonlin 16-17 SC silty sand and sandy clay (grey-black) SM.nonlin 17-24 CL silty sand and sandy clay (grey-black) CL.nonlin 24-28 ML silty-silty sand, sandy clay (light brown) CL-ML.nonlin 28-36 SM silty-silty sand, sandy clay (light brown) SM.nonlin 36-39 CL silty-silty sand, sandy clay (light brown) CL.nonlin 39-45 SM silty-silty sand, sandy clay (light brown) SM.nonlin 45-53 CL silty-silty sand, sandy clay (light brown) CL.nonlin 53-67 ML-CL silty-silty sand, sandy clay (light brown) CL-ML.nonlin 67-80 CH silty-silty sand, sandy clay (light brown) CH.nonlin 80-100 SM-SC silty clay with sand and gravels (Brown to grey) CL-ML.deep.nonlin 100-116 CL silty clay with sand and gravels (Brown to grey) CL.nonlin 116-125 SM-CL silty clay with sand and gravels (Brown to grey) CL-ML.deep.nonlin 125-130 ML-SM silty-clayey sand CL-ML.deep.nonlin 130-145 CL sandy clay or silty clay with gravels CL.nonlin 145-155 CH sandy clay or silty clay with gravels CH.nonlin 155-165 ML sandy clay or silty clay with gravels CL-ML.deep.nonlin 165-170 SM-ML clayey-silty sand CL-ML.deep.nonlin 170-185 SC clayey-silty sand CL-ML.deep.nonlin 185-196 schist weathered schist W.R.nonlin 196-200 gneiss gneiss R.nonlin NORMALIZED STANDARD PENETRATION TEST ____________________________________ Reference: EUROSEISTEST Project Reports, 1993-1995 Depth (m) NSPT values 2.5 6 5.5 9 7.5 41 10 40 12 38 14 37 16.5 16 19 23 21.5 77 24 35 26 100 28.5 100/25cm 31 87 33.5 50/7cm 35 63 37 39 39.5 70/15cm 41 70/15cm 43 70/15cm 45 100106 47 41 49 80 51 80 53 71 55.5 70/13cm 57.5 51 60 76 62.5 56 64.5 88 67 70/13cm 69 68 71 100 73.5 47 76 53 78 59 80 57 82 86 88 73 96 80 108 87 116 93/25cm 128 94/25cm 145 90/15cm 166 100/8cm 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 6.668522 13.07553333 0.20 0.40 2.549729 156.9064 6.15 0.60 3.334261 366.1149333 10.98 0.80 14.317709 353.0394 2.47 1.00 17.65197 261.5106667 1.48 1.20 21.57463 392.266 1.82 1.40 11.964113 509.9458 4.26 1.60 6.080123 379.1904667 6.24 1.80 5.099458 65.37766667 1.28 2.00 1.176798 169.9819333 14.44 2.20 0.980665 78.4532 8.00 2.40 1.372931 26.15106667 1.90 2.60 0.784532 65.37766667 8.33 2.80 1.176798 39.2266 3.33 3.00 0.980665 39.2266 4.00 3.20 0.784532 26.15106667 3.33 3.40 2.941995 13.07553333 0.44 3.60 4.511059 91.52873333 2.03 3.80 1.96133 104.6042667 5.33 4.00 3.530394 65.37766667 1.85 4.20 1.96133 65.37766667 3.33 4.40 7.453054 78.4532 1.05 4.60 2.745862 169.9819333 6.19 4.80 7.060788 143.8308667 2.04 5.00 2.745862 274.5862 10.00 5.20 1.176798 78.4532 6.67 5.40 0.588399 52.30213333 8.89 5.60 0.784532 39.2266 5.00 5.80 2.549729 26.15106667 1.03 6.00 0.980665 91.52873333 9.33 6.20 8.237586 209.2085333 2.54 6.40 12.748645 196.133 1.54 6.60 17.65197 130.7553333 0.74 6.80 17.65197 130.7553333 0.74 7.00 15.298374 287.6617333 1.88 7.20 17.65197 130.7553333 0.74 7.40 19.6133 0 0.00 7.60 15.69064 261.5106667 1.67 7.80 17.65197 130.7553333 0.74 8.00 14.906108 444.5681333 2.98 8.20 7.649187 379.1904667 4.96 8.40 3.92266 26.15106667 0.67 8.60 0.588399 104.6042667 17.78 8.80 0.588399 91.52873333 15.56 9.00 9.022118 183.0574667 2.03 9.20 10.198916 13.07553333 0.13 9.40 1.96133 104.6042667 5.33 9.60 7.453054 117.6798 1.58 9.80 8.629852 65.37766667 0.76 10.0 8.629852 209.2085333 2.42 10.2 13.140911 91.52873333 0.70 10.4 8.825985 130.7553333 1.48 10.6 14.317709 91.52873333 0.64 10.8 23.53596 261.5106667 1.11 11.0 15.69064 392.266 2.50 11.2 13.72931 104.6042667 0.76 11.4 11.179581 104.6042667 0.94 11.6 5.88399 222.2840667 3.78 11.8 9.022118 104.6042667 1.16 12.0 19.6133 130.7553333 0.67 12.2 19.6133 130.7553333 0.67 12.4 21.57463 261.5106667 1.21 12.6 17.65197 261.5106667 1.48 12.8 15.69064 392.266 2.50 13.0 13.533177 536.0968667 3.96 13.2 14.906108 313.8128 2.11 13.4 13.72931 392.266 2.86 13.6 14.709975 196.133 1.33 13.8 11.964113 509.9458 4.26 14.0 12.944778 52.30213333 0.40 14.2 14.121576 496.8702667 3.52 14.4 19.6133 261.5106667 1.33 14.6 15.69064 261.5106667 1.67 14.8 7.060788 261.5106667 3.70 15.0 4.118793 287.6617333 6.98 15.2 1.372931 130.7553333 9.52 15.4 2.157463 26.15106667 1.21 15.6 3.334261 78.4532 2.35 15.8 1.569064 91.52873333 5.83 16.0 1.569064 91.52873333 5.83 16.2 1.176798 91.52873333 7.78 16.4 2.941995 104.6042667 3.56 16.6 3.334261 117.6798 3.53 16.8 3.92266 169.9819333 4.33 17.0 2.745862 235.3596 8.57 17.2 11.76798 0 0.00 17.4 3.138128 130.7553333 4.17 17.6 1.569064 117.6798 7.50 17.8 2.157463 52.30213333 2.42 18.0 2.157463 65.37766667 3.03 18.2 1.96133 65.37766667 3.33 18.4 1.96133 52.30213333 2.67 18.6 2.353596 39.2266 1.67 18.8 1.569064 39.2266 2.50 19.0 1.569064 91.52873333 5.83 19.2 1.765197 65.37766667 3.70 19.4 2.745862 104.6042667 3.81 19.6 1.372931 91.52873333 6.67 19.8 1.372931 52.30213333 3.81 20.0 1.569064 39.2266 2.50 20.2 1.569064 52.30213333 3.33 20.4 1.765197 65.37766667 3.70 20.6 1.569064 91.52873333 5.83 20.8 1.765197 117.6798 6.67 21.0 14.121576 235.3596 1.67 21.2 25.49729 392.266 1.54 21.4 21.57463 261.5106667 1.21 21.6 15.69064 261.5106667 1.67 21.8 17.65197 261.5106667 1.48 22.0 14.317709 353.0394 2.47 22.2 19.6133 130.7553333 0.67 22.4 19.6133 523.0213333 2.67 22.6 21.57463 261.5106667 1.21 22.8 4.903325 405.3415333 8.27 23.0 3.92266 339.9638667 8.67 23.2 23.53596 261.5106667 1.11 23.4 17.65197 392.266 2.22 23.6 14.906108 836.8341333 5.61 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