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geo lab group

Course: GEO 103, Fall 2011
School: Syracuse
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Particle For Size Analysis there are two main steps to follow which are the Sieve Analysis then followed by the Hydrometer Test. Sieve Analysis: For the Sieve Analysis we start out by taking our soil and examining the physical qualities of it seen by the eye. We then obtained 700.5g of the soil and placed it in a metal bowl. After this we prepared our set of sieves and pan by brushing of any leftover particles...

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Particle For Size Analysis there are two main steps to follow which are the Sieve Analysis then followed by the Hydrometer Test. Sieve Analysis: For the Sieve Analysis we start out by taking our soil and examining the physical qualities of it seen by the eye. We then obtained 700.5g of the soil and placed it in a metal bowl. After this we prepared our set of sieves and pan by brushing of any leftover particles from any prior testing and made sure we had all of the sieves. We then weighed each sieve including the pan and recorded the mass for each and made sure to stack all of the sieves in the correct particle size order with the pan on the bottom. We then took our 700.5g of soil, poured it into our sieves including the pan and placed it into the shaker to shake for exactly 5 minutes. After 5 minutes we took the sieves including the pan apart with their contained soil, weighed each of them and recorded the masses again. We then compared these new weights to the original weights without soil and calculated the percent difference in the weights to see if the difference was more than 2% which would mean we had to reweigh all of the sieves and this did not apply to our sample. All of the soil that remained in the pan was kept for the Hydrometer Test. We then used our results to create a graph of percent finer by weight vs. opening size. Hydrometer Test: We then took 50.1g of soil that remained in the pan and put it into a mixing cup. We then took 125ml of dispersing agent and poured it into our mixing cup. We then took this mixture of soil and dispersing agent and mixed it for 60 seconds. We then had to pour this mixture into a graduated cylinder removing any leftover mixture by rinsing the cup with distilled water and pouring that also into the graduated cylinder. We then took the graduated cylinder with the mixture in it and filled it up with distilled water until it hit the 1000 ml mark. We then took the graduated cylinder with a plastic glove over it and mixed it by rotating it upside-down over and over for 1 minute. After mixing we started a stop watch and took hydrometer readings at time intervals of 15 seconds, 30 seconds, 60 seconds, 2 minutes, 5 minutes, 15 minutes, 30 minutes, 60 minutes, 24 hours and recorded all of our readings for each time. After the 60 second reading we cleaned hydrometer the after each consecutive reading. After we obtained all of our readings we calculated the percent finer based on the total sample. We then took this information and placed it on the graph we started after the sieve analysis. Table 1-2A Fly Ash 700.5g Sieve Sieve Mass of NO. opening(mm) sieve or pan (g) 4 10 30 60 80 140 200 pan Time T 0sec 15 sec 30 sec 60 sec 2 min 5 min 15 min 30 min 60 min 24hrs 75mm 2mm .6mm 250m 180m 106m 75m - 459.94g 488.94g 629.55g 363.33g 363.79g 347.25g 331.51g 373.53g Mass of soil retained on each sieve, .19g .33g .9g 4.77g 9.39g 54.84g 127.19 503.45 Percent of mass retained on each sieve, .03 .05 .13 .68 1.3 7.8 18.2 71.9 Cumulative Percent percent finer, retained, .03 .08 .21 .89 2.19 9.99 28.19 100.09 99.97 99.92 99.79 99.11 97.81 90.01 71.81 0 Hydrometer Percent reading, finer in suspension Corrected Length L(cm) Refer to Table 2 K D(mm) PT 50 48 46 42 30 18 15 13 8.1 8.4 8.8 9.4 11.4 13.3 13.8 14.2 .0133 .0133 .0133 .0133 .0133 .0133 .0133 .0133 .0133 .07mm .005mm .039mm .029mm .02mm .013mm .009mm .006mm 71.8 68.9 66.0 60.3 43.1 25.8 21.5 18.7 99.8 95.8 91.8 83.8 59.9 35.9 29.9 26 Table 1-2A Tully Silt 688g Sieve Sieve Mass of NO. opening(mm) sieve or pan (g) 4 Mass of sieve or pan and retained soil (g) 459.24g 489.27g 630.45g 338.10g 373.18g 402.09g 458.70g 876.93g 75mm 515.16g Mass of sieve or pan and retained soil (g) 525.07g Mass of soil retained on each sieve, 9.91g Percent of mass retained on each sieve, 1.5 Cumulative Percent percent finer, retained, 1.5 98.5 10 30 60 80 140 200 pan 2mm .6mm 250m 180m 106m 75m - 502.85g 398.15g 324.06g 352.04g 345.33g 341.81g 512.12g 403.54g 333.27g 368.68g 570.17g 641.16g 389.35 Time T Hydromete r reading, Percent finer in suspension 0sec 15 sec 30 sec 60 sec 2 min 5 min 15 min 30 min 60 min 24hr 37.5 37 35.3 33 24 22 15.75 14 13 9.5 74.9 73.9 70.5 65.9 47.9 43.9 31.5 27.9 26 26 9.27g 5.39g 9.21g 16.59g 224.84g 299.35 104.21 Corrected Length L(cm) Refer to Table 2 10.15 10.2 10.6 10.9 12.4 12.7 13.7 14 14.2 14.8 1.4 .89 1.49 2.49 33.19 44.19 15.48 K .0133 .0133 .0133 .0133 .0133 .0133 .0133 .0133 .0133 .0133 2.9 3.7 5.1 7.5 40.6 84.7 100 D(mm) .085 .061 .044 .033 .021 .013 .009 .006 .0013 97.1 96.3 94.9 92.5 59.4 15.3 0 PT this group crossed Out Their calculations
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