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Question one Find water content, weight moist soil & can = 25 g Weight can =...
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...
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....
4. For the following laboratory data, calculate the weight of moist soil, moist unit weight, moisture...
4. For the following laboratory data, calculate the weight of moist soil, moist unit weight, moisture content and dry unit weight (fill in the blanks). (10) Test Volume of Mold, cubic feet Weight of mold, lbs Weight of Mold + Wet Soil, lb. Weight of Moist Soil, lb. Moist Unit Weight, lb/cubic foot Weight of Moisture Can, g Weight of Can + Wet Soil, g Weight of Can+Dry Soil, g Moisture Content, % Dry Unit Weight, lb/cubic foot | 0.0333...
2-19 The results of a sieve analysis on a representative sample of sol are shown below:...
2-19 The results of a sieve analysis on a representative sample of sol are shown below: Sieve size Percent passing 19 mm (3/4 in.) 9.5 mm (3/8 in.) No. 4 No. 8 No. 16 No. 30 No. 50 No. 100 No. 200 98 92 80 50 28 15 6 For the given soil: (a) Plot the grain size distribution curve. (b) Find the effective particle size (D1o) and the uniformity coefficient (Cu). (c) Classify the soil by the Unified Classification...
1. The results of a sieve analysis on a soil sample were: Sieve Size (mm) Mass...
1. The results of a sieve analysis on a soil sample were: Sieve Size (mm) Mass Retained (g) 0.0 5.5 25.7 23.1 22.0 17.3 12.7 6.9 0.6 0.3 0.15 0.063 2.3 grams passed the 63 um (or 0.063 mm) sieve. Plot the particle size distribution curve and estimate the following: (a) (b) (C) percentage of sand percentage of gravel percentage of cobble effective size uniformity coefficient coefficient of curvature. (e)
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...
B. The moist weight of 0.028 m3 of a soil is 52 kg. The moisture content...
B. The moist weight of 0.028 m3 of a soil is 52 kg. The moisture content and the specific gravity of the soil solids are determined in the laboratory to be 11% and 2.7 , respectively. Calculate the following: Moist unit weight (kg/m3) i. Dry unit weight (kg/m3) ii. Void ratio d. Porosity iii. iv. Degree of saturation (%) Volume occupied by water (m3) v. ngle C. For the soil sample in A (above) represent the following on a soil...
Problem 1(25%): The moist weight of 0.2 f of a soil is 23 Ib. The moisture...
Problem 1(25%): The moist weight of 0.2 f of a soil is 23 Ib. The moisture content and the specific gravity of the soil solids are determined in the labortory to be 1 1 % and 2.7, respectively. Calculate the following: a. Moist unit weight (Ib/ft3) b. Dry unit weight (lb/f3) c. Void ratio d. Porosity e. Degree ofsaturation (%) 5 f. Volume occupied by water (ft3)
The following are the results of a sieve analysis. Please (a) Finish the blanks in the...
The following are the results of a sieve analysis. Please (a) Finish the blanks in the Table (b) Plot a grain size distribution curve of the results in the chart (c) Calculate the coefficient of gradation, C Sieve openingMass of soil retained Perent retainedn saeve n0 on each sieve (8) 26 80.2 70.8 87.4 73.4 each sieve 5.2 16.04 14.16 94.8 78.76 64.6 10 2.0 0.850 0.425 0.250 0.150 0.075 0280 8532 100 4 10.6 53 32.2 .500 g 6.44...
The following table shows the lab results of a grain size analysis and Atterberg limits for...
The following table shows the lab results of a grain size analysis and Atterberg limits for an inorganic soil sample (initial total mass=1029) Assume you measured a liquid limit of 40% and plastic limit of 30% for the sample. Sieve Size/No. Equivalent Sieve Size (mm) Mass Retaining(s) Mass Passing (9) Percent Passing 3" 75 11 50 0 3 19 4.75 20 2 20 15 10 No. 60 5 4 4 4 0.003 2 2 2" 3/4" No. 4 No. 10...
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...
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....
4. For the following laboratory data, calculate the weight of moist soil, moist unit weight, moisture content and dry unit weight (fill in the blanks). (10) Test Volume of Mold, cubic feet Weight of mold, lbs Weight of Mold + Wet Soil, lb. Weight of Moist Soil, lb. Moist Unit Weight, lb/cubic foot Weight of Moisture Can, g Weight of Can + Wet Soil, g Weight of Can+Dry Soil, g Moisture Content, % Dry Unit Weight, lb/cubic foot | 0.0333...
2-19 The results of a sieve analysis on a representative sample of sol are shown below: Sieve size Percent passing 19 mm (3/4 in.) 9.5 mm (3/8 in.) No. 4 No. 8 No. 16 No. 30 No. 50 No. 100 No. 200 98 92 80 50 28 15 6 For the given soil: (a) Plot the grain size distribution curve. (b) Find the effective particle size (D1o) and the uniformity coefficient (Cu). (c) Classify the soil by the Unified Classification...
1. The results of a sieve analysis on a soil sample were: Sieve Size (mm) Mass Retained (g) 0.0 5.5 25.7 23.1 22.0 17.3 12.7 6.9 0.6 0.3 0.15 0.063 2.3 grams passed the 63 um (or 0.063 mm) sieve. Plot the particle size distribution curve and estimate the following: (a) (b) (C) percentage of sand percentage of gravel percentage of cobble effective size uniformity coefficient coefficient of curvature. (e)
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...
B. The moist weight of 0.028 m3 of a soil is 52 kg. The moisture content and the specific gravity of the soil solids are determined in the laboratory to be 11% and 2.7 , respectively. Calculate the following: Moist unit weight (kg/m3) i. Dry unit weight (kg/m3) ii. Void ratio d. Porosity iii. iv. Degree of saturation (%) Volume occupied by water (m3) v. ngle C. For the soil sample in A (above) represent the following on a soil...
Problem 1(25%): The moist weight of 0.2 f of a soil is 23 Ib. The moisture content and the specific gravity of the soil solids are determined in the labortory to be 1 1 % and 2.7, respectively. Calculate the following: a. Moist unit weight (Ib/ft3) b. Dry unit weight (lb/f3) c. Void ratio d. Porosity e. Degree ofsaturation (%) 5 f. Volume occupied by water (ft3)
The following are the results of a sieve analysis. Please (a) Finish the blanks in the Table (b) Plot a grain size distribution curve of the results in the chart (c) Calculate the coefficient of gradation, C Sieve openingMass of soil retained Perent retainedn saeve n0 on each sieve (8) 26 80.2 70.8 87.4 73.4 each sieve 5.2 16.04 14.16 94.8 78.76 64.6 10 2.0 0.850 0.425 0.250 0.150 0.075 0280 8532 100 4 10.6 53 32.2 .500 g 6.44...
The following table shows the lab results of a grain size analysis and Atterberg limits for an inorganic soil sample (initial total mass=1029) Assume you measured a liquid limit of 40% and plastic limit of 30% for the sample. Sieve Size/No. Equivalent Sieve Size (mm) Mass Retaining(s) Mass Passing (9) Percent Passing 3" 75 11 50 0 3 19 4.75 20 2 20 15 10 No. 60 5 4 4 4 0.003 2 2 2" 3/4" No. 4 No. 10...
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