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U.S sieve no. Mass of soil retained on each sieve (g) 10 20 40 60 100...
Soil Mechanics (300985) - Practice for final exam SESSION 2 SCC 2018 Question 1 a C...
Soil Mechanics (300985) - Practice for final exam SESSION 2 SCC 2018 Question 1 a C The results of a dry-sieving test are given in Table 1. Plot the particle size distribution curve and give classification for the soil in accordance with USCS. (The standard graph paper and classification figure are paper). available at end of this exam Table 1. Sieve analysis sample Sieve analysis of a soil sample Mass Percent finer Sieve Mass by weight passing M(g) Sieve No....
The results from a sieve analysis are shown below. Plot the grain size distribution data using...
The results from a sieve analysis are shown below. Plot the grain size distribution data using a computer on a semi-log plot (% finer on y-axis vs log of particle size in mm on the x-axis – you can download the plot from the lab 2 material). You can draw the curve through the points by hand. Show how you obtained the values you plotted. Sieve Number Mass of soil retained (g) 4 0 10 38 20 62 40 90...
70 Q4. The results of the particle-size analysis of a soil are as follows: Sieve no...
70 Q4. The results of the particle-size analysis of a soil are as follows: Sieve no Soil A Soil B No. 10 % finer 100 No. 40 % finer 100 40 No. 200 % finer 88 20 LL (%) 26 18 PI (%) 8 NP Classify the soil by the AASHTO system.
Soil Mechanics ( please answer right ASAP ) 2. The following are the results of a sieve analysis and a hydrometer an...
Soil Mechanics ( please answer right ASAP )
2. The following are the results of a sieve analysis and a hydrometer analysis Mass Sieve number/grainretained Percent finer size 10 17 20 27 30 Sieve 54 40 60 129 140 90 200 53 0.045mm 12.1 7.8 0.028mm 0.015mm 0.005mm 0.0025mm 0.6 CE 341 Soil Mechanics NJIT Janitha Batagoda Summer 2019 Draw the grain-size distribution curve. a. Determine the percentages of gravel, sand, silt and clay according to the AASHTO system Determine...
214 The following table shows the sieve analysis data on the left and hydrometer test data...
214 The following table shows the sieve analysis data on the left and hydrometer test data on the right for the minus No. 200 sieve material for a given soil. (a) Plot grain size distribution curves for both tests individually on graph. (b) Combine two curves into a combined grain size distribution cunv for the soil. Sieve Analysis Hydrometer Analysis Percentage US Sieve Opening No. Weight Particle (mm) Retained (g) Diameter (mm) r 4.75 2.0 0.85 0.15 0.106 0.075 0.071...
A granular sample is proposed for highway base-course construction. Test results are Retained 0g Sieve 25...
A granular sample is proposed for highway base-course construction. Test results are Retained 0g Sieve 25 mm (1 in.) 19 mm (3/4 in.) 12.5 mm (1/2 in.) 9.5 mm (/8 in.) 4.75 mm (No. 4) Pan 3011 g 3895 g 4113 g 6349 g 11,943 g The fine aggregate from the pan was split down to 513.4 g and washed. Loss in washing was 29.9 g. Results of fine sieving were Sieve Retained 4.75 mm (No.4) 2.00 mm (No. 10)...
Please show all work clearly with steps and formulas will rate if done right! 1) A...
Please show all work clearly with steps and formulas will rate
if done right!
1) A sieve analysis test revealed the following data for a soil sample. Mass of oven-dry specimen M 500 g Location Tested by Date Percent of Mass of Soil Retained on Mass Retained Percent Percent Retained Sieve Sieve Opening Each Sieve on Each Sieve ner No. 00-R 4.750 2.000 0.850 30 0.600 0.425 0.250 0.106 0.075 0 40.2 84.6 50.2 40.0 106.4 08.8 59.4 8.7 10...
2. Grain size distribution for three different soils is given on Figure 1. For SOIL 3,...
2. Grain size distribution for three different soils is given on Figure 1. For SOIL 3, answer the following questions: (5 points) a. What is the perentage of gravel, sand, and fines? b. Classify the soil according to the ASTM/USCS (i.e, give both the Group Symbol and Group Name) (1) U.S. Standard sieve size in 3 in 100 No. 4 No. 10 No. 40 No. 200 90 80 70 60 50 40 30 20 10 0 100 10 1.0 0.1...
sample of aggregate and produced on a performed A sieve analysis test was the results shown...
sample of aggregate and produced on a performed A sieve analysis test was the results shown in Table P5.21. 5.21 TABLE P5.21 Amount Retained, g Sieve Size, Amount Retained, g mm Sieve Size, mm 891.5 1.18 0 25 wola ndi 712.6 0.60 376.7 19 625.2 0.30 888.4 12.5 581.5 0.15 506.2 9.5 242.9 0.075 1038.4 4.75 44.9 Pan 900.1 2.36 noCalculate the percent passing through each sieve. Plot the percent passing versus sieve size on: semilog gradation chart, and b....
Q2. A sample of soil was tested in the laboratory with the following results: Soil LL...
Q2. A sample of soil was tested in the laboratory with the following results: Soil LL PI 1 inch 3/4 inch 1/2 inch No.4 Sieve analysis, percent finer No. 10 No. 20 No.40 No. 60 63 21 15 10 No. 100 No. 200 A 100 100 100 90 8 6 NP B 100 85 70 51 50 45 28 18 14 9 40 28 с 100 100 100 98 92 88 83 78 73 49 63 Classify the soils using...
Soil Mechanics (300985) - Practice for final exam SESSION 2 SCC 2018 Question 1 a C The results of a dry-sieving test are given in Table 1. Plot the particle size distribution curve and give classification for the soil in accordance with USCS. (The standard graph paper and classification figure are paper). available at end of this exam Table 1. Sieve analysis sample Sieve analysis of a soil sample Mass Percent finer Sieve Mass by weight passing M(g) Sieve No....
70 Q4. The results of the particle-size analysis of a soil are as follows: Sieve no Soil A Soil B No. 10 % finer 100 No. 40 % finer 100 40 No. 200 % finer 88 20 LL (%) 26 18 PI (%) 8 NP Classify the soil by the AASHTO system.
Soil Mechanics ( please answer right ASAP )
2. The following are the results of a sieve analysis and a hydrometer analysis Mass Sieve number/grainretained Percent finer size 10 17 20 27 30 Sieve 54 40 60 129 140 90 200 53 0.045mm 12.1 7.8 0.028mm 0.015mm 0.005mm 0.0025mm 0.6 CE 341 Soil Mechanics NJIT Janitha Batagoda Summer 2019 Draw the grain-size distribution curve. a. Determine the percentages of gravel, sand, silt and clay according to the AASHTO system Determine...
214 The following table shows the sieve analysis data on the left and hydrometer test data on the right for the minus No. 200 sieve material for a given soil. (a) Plot grain size distribution curves for both tests individually on graph. (b) Combine two curves into a combined grain size distribution cunv for the soil. Sieve Analysis Hydrometer Analysis Percentage US Sieve Opening No. Weight Particle (mm) Retained (g) Diameter (mm) r 4.75 2.0 0.85 0.15 0.106 0.075 0.071...
A granular sample is proposed for highway base-course construction. Test results are Retained 0g Sieve 25 mm (1 in.) 19 mm (3/4 in.) 12.5 mm (1/2 in.) 9.5 mm (/8 in.) 4.75 mm (No. 4) Pan 3011 g 3895 g 4113 g 6349 g 11,943 g The fine aggregate from the pan was split down to 513.4 g and washed. Loss in washing was 29.9 g. Results of fine sieving were Sieve Retained 4.75 mm (No.4) 2.00 mm (No. 10)...
Please show all work clearly with steps and formulas will rate
if done right!
1) A sieve analysis test revealed the following data for a soil sample. Mass of oven-dry specimen M 500 g Location Tested by Date Percent of Mass of Soil Retained on Mass Retained Percent Percent Retained Sieve Sieve Opening Each Sieve on Each Sieve ner No. 00-R 4.750 2.000 0.850 30 0.600 0.425 0.250 0.106 0.075 0 40.2 84.6 50.2 40.0 106.4 08.8 59.4 8.7 10...
2. Grain size distribution for three different soils is given on Figure 1. For SOIL 3, answer the following questions: (5 points) a. What is the perentage of gravel, sand, and fines? b. Classify the soil according to the ASTM/USCS (i.e, give both the Group Symbol and Group Name) (1) U.S. Standard sieve size in 3 in 100 No. 4 No. 10 No. 40 No. 200 90 80 70 60 50 40 30 20 10 0 100 10 1.0 0.1...
sample of aggregate and produced on a performed A sieve analysis test was the results shown in Table P5.21. 5.21 TABLE P5.21 Amount Retained, g Sieve Size, Amount Retained, g mm Sieve Size, mm 891.5 1.18 0 25 wola ndi 712.6 0.60 376.7 19 625.2 0.30 888.4 12.5 581.5 0.15 506.2 9.5 242.9 0.075 1038.4 4.75 44.9 Pan 900.1 2.36 noCalculate the percent passing through each sieve. Plot the percent passing versus sieve size on: semilog gradation chart, and b....
Q2. A sample of soil was tested in the laboratory with the following results: Soil LL PI 1 inch 3/4 inch 1/2 inch No.4 Sieve analysis, percent finer No. 10 No. 20 No.40 No. 60 63 21 15 10 No. 100 No. 200 A 100 100 100 90 8 6 NP B 100 85 70 51 50 45 28 18 14 9 40 28 с 100 100 100 98 92 88 83 78 73 49 63 Classify the soils using...
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