For the soil profile given below, perform the ground motion response analysis using two of the acceleration time histories embedded into the software EduShake. The strong ground motion should be applied from the bottom. You should write a report about this site response analysis. The report should begin with the definition of the problem, your analysis details, and end with results and conclusion. It should include: The problem definition: The generalized soil profile showing the thicknesses, and types of the soils you used in the analysis. The modulus degradation and damping curves you have used for each layer. The records you have used. Outputs: The acceleration time history at the ground surface. The response spectrum .
FILLING (0.00 - 2.00 m) LI Gravel Sludge SAND 3700 i Coffee - gray in color, Loose, Pebbled SAND (2.00 -4.00 m) 3:45 Sandy Gravel Brown-gray, Medium Firm, Sandy PEBBLE (4.00 -7.00 m) DOW 16.00 12 6.45 Sandy Clay SILT . Brown - gray colored, Medium firm, Sandy Clay SILT (7.00-11.50 m q 9.00 9.45 -10 19 10.50 10.95
Lab tests performed at that borehole: "Elek Analizi sieve analysis *Atterberg Limitleri atterberg limits Sondaj No Numune No Derinlik (w) drilling number sample number weight dry density weight rate IKSK 24 SPT.1 SPT:2 SPT-3 SPT 4 SPT 5 SPT 6 SPT 7 SPT 8 CR "NP Non-Plastik No: No:10 200 LL PL PI Kalan Geçen (%) (%) depth unit (%) volume hydrometer (%) specific vacancy remaining on passing through soil class water content the sieve the sieve % 1.50-1.52 1741 1.82 SORDES 261 SR3441 12,9 RORROR NP SS SM 3.003.45 20.3 1.800 2.60 513 6.3 RRRRRR NPRORROS GM 4.50-4.95 428 1,79259 RRURUS 55.2 8.3 RRRRRRNP GM 6.00-6.45 51,4 181XXXX 263XXXXXXX 18,6 591RXXXXXNP XXXXX ML 7 50-7.95 478 1.94XXXXX265XXXXXXXXX 29 6712 48,736,6 1241 ML 9.00-9.45 510 1.88XX8*82267XXXXXXXXX 1.9 69,9 450 329 122 ML 10.30-10.95 16.4 1.82%**%2263 82 31,5 27/1 BNP XXX 12.00-12.45 1727 1.80 2.60 8862200R 39,5 31.6 28,3 16.4 11.9 GC 16,50-18,00 EUR BARR RR RROSER BOURBOUR BOSS BOSSESSER SUR BORDS
For the soil profile given below, perform the ground motion response analysis using two of the acceleration time histori
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For the soil profile given below, perform the ground motion response analysis using two of the acceleration time histori
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