Laserfiche WebLink
SHAKE fikmmes: ]e inp, 2etnp, 3ctnp, 4ciap <br />140 feet of refuse over 80 fed of sand over bedrock <br />Timc history, developed by Geosyntec for MCE M=6.7 saratoga avenue <br />Time history developed by Geosyntec for MCE M=6.7 sante teresa hills <br />Time history developed by Geosyntoc for MCE M=6.7 corralitos eureka canyon road <br />Time history developed by Geosyntec for MCE M=7.9 synthetic M8+ (Seed and Writs. 1%9) <br />0 <br />Notes: <br />GeoSymec recommended that for spectral reasons. the time histories needed to be scaled up as follows: <br />MCE M=7.9: bedrock aeccicsation Io 0.1 Og <br />MCE M=6.7: bedrock acceleration to 0.19g <br />Uycr <br />Number <br />layer <br />Thickness <br />(feet) <br />Unit <br />Weight <br />( 0 <br />SW Vel <br />(fps) <br />Material Description <br />G/Gmaa, Damping <br />Aecelamion <br />M=6.7 <br />Saratoga <br />Ib.inp <br />(z <br />Accelcntion <br />M=6.7 <br />Santa Teresa <br />2b.inp <br />() <br />Acceleration <br />M=6.7 <br />Corralitos <br />3b.inp <br />O <br />Acceleration <br />M=7.9 <br />Synthetic <br />4b.inp <br />1 <br />10 <br />75 <br />650 <br />refuse (Matasovic and Kavazan im 199E <br />0.23 <br />0.26 <br />0.30 <br />-1 <br />0,5 <br />2 <br />10 <br />75 <br />650 <br />refuse (Matasovic and Kavaun'an, 1998) <br />021 <br />0.25 <br />0.29 <br />0.14 <br />3 <br />10 <br />75 <br />650 <br />refuse (Matasovic and Kavazan'ian, 1998) <br />0.18 1 <br />0.25 <br />0.26 <br />0.13 <br />4 <br />10 <br />75 <br />650 <br />refuse (Matasovic and Kavaxanian, 1998) <br />0.16 1 <br />0.24 <br />0.21 <br />0.12 <br />5 <br />10 <br />75 <br />650 <br />refuse (Matasovic and Kavazan"an;1998) <br />0.17 1 <br />0.21 <br />0.19 <br />0.10 <br />6 <br />10 <br />75 <br />675 <br />refuse (Mmasovie and Kavazan'ian,1998) <br />0.17 1 <br />0.20 <br />0.16 <br />0.10 <br />7 <br />10 <br />75 <br />750 <br />refuse (Matasovic and Kavazan Tan, 1998) <br />0.18 <br />0.18 <br />0.14 <br />0.10 <br />8 <br />t0 <br />75 <br />775 <br />refuse (Matasovic and Kavazan'ian. 1998) <br />0.18 <br />0.15 <br />0.17 <br />0.10 <br />9 <br />10 <br />75 <br />800 <br />refuse (Matasovic and Kavazan'ian, 199E) <br />0.18 <br />0.14 <br />0.19 <br />0.10 <br />10 <br />10 <br />75 <br />820 <br />rcfuse (Matasovic and Kavaxanian, 1998) <br />0.17 <br />0.14 1 <br />0.20 <br />0.10 <br />11 <br />10 <br />75 <br />870 <br />refuse (Matasovic and Kavazan'ian. Mill <br />0.16 <br />0.15 <br />0.20 1 <br />0.09 <br />12 <br />10 <br />75 <br />920 <br />rcfuse (Matasovic and Kavazan ian. 1"81 <br />0.16 <br />0.16 <br />0.19 <br />0.10 <br />)3 <br />10 <br />75 <br />970 <br />rcfuse (Matasovic and Kavazanian,199E) <br />0.16 <br />0.16 <br />0.18 <br />0.10 <br />14 <br />10 <br />75 <br />1050 <br />rcfusc (Matasovic and Kavazanian. 1998) <br />0.16 i <br />0.15 <br />0.13 <br />0.10 <br />IS <br />10 <br />125 <br />1000 <br />sand (Vuccdc and Dobry, 1991) <br />0.15 <br />0.15 <br />0.15 <br />0.10 <br />16 <br />10 <br />125 <br />1000 <br />sand (Vuccdc and Dobry, 1991) <br />0.15 <br />0.14 <br />0.16 <br />0.10 <br />17 <br />10 <br />125 <br />1000 <br />sand (Vueetic and Dobry, 1991) <br />0.15 <br />0.14 <br />0.16 <br />0.10 <br />18 <br />10 1 <br />125 1 <br />1100 <br />sand (Vucctic and Dobry. )991) <br />0.15 <br />0.14 <br />0.16 <br />0.08 <br />19 <br />IO <br />125 <br />1100 <br />sand (Vucctic and Dobry, 1991) <br />0.16 <br />0.14 <br />0.16 <br />0.08 <br />20 <br />10 <br />125 <br />1100 <br />sand (Vucctic and Dobry, ►991) <br />0.16 <br />0.13 <br />0.16 <br />0.08 <br />21 <br />10 <br />125 <br />1200 <br />sand (Vucedc and Dobry. 1991) <br />0.15 <br />0.15 <br />0.15 <br />0.0E <br />22 <br />10 <br />1?5 <br />1200 <br />sand (Vucctic and Dobry, 1991) <br />0.15 <br />0.15 <br />0.15 <br />0.08 <br />23 <br />130 <br />3000 <br />bedrock <br />0.19 <br />0.19 <br />0.19 <br />0.10 <br />11 <br />C <br />P AIIiadw..W " Wattl.DOOSHAKFt140 rrrwe Drat 110 rel - Wdr.a..l1 <br />