Initial height of the sample (mm) 20.20 last two digits of st. no. We (first digit- last digit) Gs 2.6796566 56 26 Load 16kg 32kg 64kg 1kg 2kg 4kg 8kg 16kg 32kg 64kg Moment of the oedometer instrument is 11.04 Diameter of sample is som Settlement reading from the dialgaage (*10^-2 mm) 150 190.5 294.5 0 27.72 47.52 77.88 99 125.73 194.37 153 201.5 3045 4.62 29.04 50.82 79.2 100.98 132.99 200.97 154 2095 305 6.6 30.36 52.8 79.86 101.64 138.27 201.3 201.96 155 212.5 306 7.92 53.46 80.52 102.3 140.25 31.02 31.35 1555 215 306.5 9.24 54.12 80.85 102.63 141.9 202.29 156 216.5 307.5 9.9 31.68 55.44 81.18 102.96 142.89 202.95 157 218.5 308.8 11.22 32.34 56.76 81.84 103.62 144.21 203.808 158 222 311.5 12.54 33 58,74 82.5 104.28 146.52 205.59 158.5 225 314 14.52 33.66 60,06 83.16 104,61 148.5 207.24 159.5 228.5 317.5 16.5 34.32 60.72 83.82 105.27 150.81 209.55 161 231 320 17.82 34.98 61.38 84.48 106.26 152.46 211.2 162 235 323 19.14 35.64 62.041 84.81 106.92 155.1 213.18 163 237 326.5 19.8 35.97 62.7 85.14 156.42 215.491 107.58 108.57 164.5 243 3325 21.12 36.63 64.02 86.46 160.38 219.45 166.5 249 337.5 22.44 37.291 65.34 86.79 109.89 164.34 222.75 169 2545 342.5 23.1 38.28 66.66 88.44 111.54 167.97 226.05 171 259.5 348.5 23.76 39.6 67.98 89.76 112.86 171.27 230.01 173 2645 3535 24.42 40.59 69.3 91.08 114.18 174.57 233.31 174.5 269,5 358.5 24.75 41.25 70.29 92.4 115.17 177.87 236.61 176 273,5 3655 25.08 41.91 70.95 93.06 116.16 180.51 241.23 177 275.5 369.5 25.41 42.57 71.941 93.72 116.82 181.83 243.87 178.5 279.5 2945 378.5 390 25.74 27.72 43.56 47.52 72.6 77.88 95.04 99 117.81 125.73 184.47 194.37 249.81 257.4 190.5 student number 20174056 We (first digit- last digit) reading tin Elapsed time root time (min) 1kg Initial height last two of the sample 20.20 digits of st. 66 (mm) no 56 Load Ikg 2kg 4kg 8kg 16kg 32kg Settlement reading from the dial guage (10^-2 mm) 0 27.72 47.52 77.88 99 125.73 2kg 4kg 8kg 16kg 32kg 64kg 64kg 9:00 settlement reading from the dial guage (x10-2 mm) 0 42 72 118 150 190.5 294,5 194.37 0 sec. 4 sec. 8.5 sec. 7 44 77 120 153 201.5 304.5 29.04 50.82 79.2 100.98 132.99 200.97 10 46 80 121 154 209,5 305 6.6 30,36 52.8 79.86 101.64 138.27 201.3 15 see. 12 47 81 122 155 212.5 306 7.92 31.02 53.461 80,52 102.3 140.25 201.96 23.5 sec. 14 47.5 82 122.5 155.5 215 306.5 9.241 31.35 54.12 80.85 102.63 141.9 202.29 34 see. 15 48 84 123 156 216.5 307.5 9.9 31.68 55.44 81.18 102.96 142.89 202.95 1 min 17 49 86 124 157 218.5 308.8 11.22 32.34 56.76 81.84 103.62 144.21 203.808 19 50 89 125 158 222 311.5 12.54 33 58.74 82.5 104.28 146.52 205.59 22 51 91 126 158.5 225 314 14.52 33.66 60.06 83.16 104.61 148.5 207.24 2.25 min. 4 min. 6.25 min. 9 min. 25 52 92 127 159.5 228.5 317.5 16.5 34.32 60,72 83.82 105.27 150.81 209.55 27 53 93 128 161 231 320 17.82 34.98 61.38 84.48 106.26 152.46 211.2 12.25 min. 29 54 94 128.5 162 235 323 19.14 35.64 62.04 84.81 106.92 155.1 213.18 16 min 30 54.5 95 129 163 237 326.5 19.8 35.97 62.7 85.14 107.58 156.42 215.49 25 min 32 55.5 97 131 164.5 243 332.5 21.12 36.63 64.02 86,46 108,57 160.38 219.45 36 min 34 56.5 99 131.5 166.5 249 337.5 22.44 37.29 65,34 86.79 109.89 164.34 222.75 49 min 35 58 101 134 169 254,5 342.5 23.1 38.28 66.66 88,44 111.54 167.97 226.05 36 60 103 136 171 259,5 348.5 23.76 39.6 67.981 89.76 112.86 171.27 230.01 64 min. 81 min. 100 min. 37 61.5 105 138 173 264.5 353.5 24.421 40.59 69.3 91.08 114.18 174.57 233.31 37.5 62.5 106.5 140 174.5 269.5 358.5 24.75 41.25 70.29 92.4 177.87 236.61 115.17 116.16 120 min. 38 63.5 107.5 141 176 273.5 365.5 25.08 41.91 70,95 93.06 180.51 241.23 240 min 38.5 64.5 109 142 177 275.5 369.5 25.41 42.57 71.94 93.72 116,82 181.83 243.87 360 min 39 66 110 144 178.5 279.5 378.5 25.741 43.56 72.6 95.04 184.47 249.81 117.81 125.73 9:00 24 hrs 42 72 118 150 190.5 294.5 390 27.72 47.52 77.88 99 194.37 257.4 Home work: Consolidation test data analysis Dear students The data given is an oedometer test result sheet on a compacted clay sample 5cm diameter. Download the excel sheet, write your student number and the required digits in the sheet. The data will be calculated based on them. Based on the given results: Do the calculations and a) Draw e-log stress curve. b) Draw t90 curves for all the load increments. c) Divide the e-sigma curve to three stress ranges considering the slope changes and find Mv for each stress range. d) Calculate Cc for the linear portion of the curve. e) Find Cv depending on the average t90 that you found in (b) section. Write the report, explanation of each step, and put the curves and tables (done either in excel or by hand drawing) in Microsoft word and submit it by 15th April. Homework 1 oedometer.xlsx Initial height of the sample (mm) 20.20 last two digits of st. no. We (first digit- last digit) Gs 2.6796566 56 26 Load 16kg 32kg 64kg 1kg 2kg 4kg 8kg 16kg 32kg 64kg Moment of the oedometer instrument is 11.04 Diameter of sample is som Settlement reading from the dialgaage (*10^-2 mm) 150 190.5 294.5 0 27.72 47.52 77.88 99 125.73 194.37 153 201.5 3045 4.62 29.04 50.82 79.2 100.98 132.99 200.97 154 2095 305 6.6 30.36 52.8 79.86 101.64 138.27 201.3 201.96 155 212.5 306 7.92 53.46 80.52 102.3 140.25 31.02 31.35 1555 215 306.5 9.24 54.12 80.85 102.63 141.9 202.29 156 216.5 307.5 9.9 31.68 55.44 81.18 102.96 142.89 202.95 157 218.5 308.8 11.22 32.34 56.76 81.84 103.62 144.21 203.808 158 222 311.5 12.54 33 58,74 82.5 104.28 146.52 205.59 158.5 225 314 14.52 33.66 60,06 83.16 104,61 148.5 207.24 159.5 228.5 317.5 16.5 34.32 60.72 83.82 105.27 150.81 209.55 161 231 320 17.82 34.98 61.38 84.48 106.26 152.46 211.2 162 235 323 19.14 35.64 62.041 84.81 106.92 155.1 213.18 163 237 326.5 19.8 35.97 62.7 85.14 156.42 215.491 107.58 108.57 164.5 243 3325 21.12 36.63 64.02 86.46 160.38 219.45 166.5 249 337.5 22.44 37.291 65.34 86.79 109.89 164.34 222.75 169 2545 342.5 23.1 38.28 66.66 88.44 111.54 167.97 226.05 171 259.5 348.5 23.76 39.6 67.98 89.76 112.86 171.27 230.01 173 2645 3535 24.42 40.59 69.3 91.08 114.18 174.57 233.31 174.5 269,5 358.5 24.75 41.25 70.29 92.4 115.17 177.87 236.61 176 273,5 3655 25.08 41.91 70.95 93.06 116.16 180.51 241.23 177 275.5 369.5 25.41 42.57 71.941 93.72 116.82 181.83 243.87 178.5 279.5 2945 378.5 390 25.74 27.72 43.56 47.52 72.6 77.88 95.04 99 117.81 125.73 184.47 194.37 249.81 257.4 190.5 student number 20174056 We (first digit- last digit) reading tin Elapsed time root time (min) 1kg Initial height last two of the sample 20.20 digits of st. 66 (mm) no 56 Load Ikg 2kg 4kg 8kg 16kg 32kg Settlement reading from the dial guage (10^-2 mm) 0 27.72 47.52 77.88 99 125.73 2kg 4kg 8kg 16kg 32kg 64kg 64kg 9:00 settlement reading from the dial guage (x10-2 mm) 0 42 72 118 150 190.5 294,5 194.37 0 sec. 4 sec. 8.5 sec. 7 44 77 120 153 201.5 304.5 29.04 50.82 79.2 100.98 132.99 200.97 10 46 80 121 154 209,5 305 6.6 30,36 52.8 79.86 101.64 138.27 201.3 15 see. 12 47 81 122 155 212.5 306 7.92 31.02 53.461 80,52 102.3 140.25 201.96 23.5 sec. 14 47.5 82 122.5 155.5 215 306.5 9.241 31.35 54.12 80.85 102.63 141.9 202.29 34 see. 15 48 84 123 156 216.5 307.5 9.9 31.68 55.44 81.18 102.96 142.89 202.95 1 min 17 49 86 124 157 218.5 308.8 11.22 32.34 56.76 81.84 103.62 144.21 203.808 19 50 89 125 158 222 311.5 12.54 33 58.74 82.5 104.28 146.52 205.59 22 51 91 126 158.5 225 314 14.52 33.66 60.06 83.16 104.61 148.5 207.24 2.25 min. 4 min. 6.25 min. 9 min. 25 52 92 127 159.5 228.5 317.5 16.5 34.32 60,72 83.82 105.27 150.81 209.55 27 53 93 128 161 231 320 17.82 34.98 61.38 84.48 106.26 152.46 211.2 12.25 min. 29 54 94 128.5 162 235 323 19.14 35.64 62.04 84.81 106.92 155.1 213.18 16 min 30 54.5 95 129 163 237 326.5 19.8 35.97 62.7 85.14 107.58 156.42 215.49 25 min 32 55.5 97 131 164.5 243 332.5 21.12 36.63 64.02 86,46 108,57 160.38 219.45 36 min 34 56.5 99 131.5 166.5 249 337.5 22.44 37.29 65,34 86.79 109.89 164.34 222.75 49 min 35 58 101 134 169 254,5 342.5 23.1 38.28 66.66 88,44 111.54 167.97 226.05 36 60 103 136 171 259,5 348.5 23.76 39.6 67.981 89.76 112.86 171.27 230.01 64 min. 81 min. 100 min. 37 61.5 105 138 173 264.5 353.5 24.421 40.59 69.3 91.08 114.18 174.57 233.31 37.5 62.5 106.5 140 174.5 269.5 358.5 24.75 41.25 70.29 92.4 177.87 236.61 115.17 116.16 120 min. 38 63.5 107.5 141 176 273.5 365.5 25.08 41.91 70,95 93.06 180.51 241.23 240 min 38.5 64.5 109 142 177 275.5 369.5 25.41 42.57 71.94 93.72 116,82 181.83 243.87 360 min 39 66 110 144 178.5 279.5 378.5 25.741 43.56 72.6 95.04 184.47 249.81 117.81 125.73 9:00 24 hrs 42 72 118 150 190.5 294.5 390 27.72 47.52 77.88 99 194.37 257.4 Home work: Consolidation test data analysis Dear students The data given is an oedometer test result sheet on a compacted clay sample 5cm diameter. Download the excel sheet, write your student number and the required digits in the sheet. The data will be calculated based on them. Based on the given results: Do the calculations and a) Draw e-log stress curve. b) Draw t90 curves for all the load increments. c) Divide the e-sigma curve to three stress ranges considering the slope changes and find Mv for each stress range. d) Calculate Cc for the linear portion of the curve. e) Find Cv depending on the average t90 that you found in (b) section. Write the report, explanation of each step, and put the curves and tables (done either in excel or by hand drawing) in Microsoft word and submit it by 15th April. Homework 1 oedometer.xlsx