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Standard Proctor Test results are shown in the table below. Accordingly, graph the chart and determine...
The data from a standard Proctor test are shown in the table below. a) Determine the...
The data from a standard Proctor test are shown in the table below. a) Determine the maximum dry unit weight and the optimum water content. b) Plot the zero air voids line. c) Determine the degree of saturation at the maximum dry unit weight. Mass of Mass of Mass of Mass of Water Mass of | Bulk wet soil can and can and can and mold wet soil dry soil content wet soil unit grams) (%) (grams) | weight (g)...
The data from a standard Proctor test are shown in the table below. a) Determine the...
The data from a standard Proctor test are shown in the table below. a) Determine the maximum dry unit weight and the optimum water content. b) Plot the zero air voids line. c) Determine the degree of saturation at the maximum dry unit weight. Mass of Mass of Mass of Mass of WaterMass of Bulk can content wet soilmit (grams)(grams) weight kN/m 4.8 1709.517.80 6.8 1816.5 18.91 10.0 1938.5 20.18 11.6 1959.5 20.40 13.21906.519.85 wet soicaand can and and moldtsoil...
Q3. The data from a standard Proctor test are shown in the table belovw (a) Determine...
Q3. The data from a standard Proctor test are shown in the table belovw (a) Determine the maximum dry unit weight and the optimum water content. (b) Plot the zero air voids line. (c) Determine the degree of saturation at the maximum dry unit weight. Diameter of mould 101.4 mm Height of mould 116.7 mm Mass of mould 4196.50 grams Specific gravity, Gs 2.69 Unit weight determination Water content determination Mass of can and wet soil Mass of can and...
The results of a standard Proctor test (ASTM performed in a standard mold with V-1/30 ft...
The results of a standard Proctor test (ASTM performed in a standard mold with V-1/30 ft are given below Weight of wet soil Water content in the mold (Ibs 3.26 4.15 4.67 4.02 3.63 8.4 10.2 12.3 14.6 16.8 a) Plot the data on a plot of dry unit weight versus water content and determine the maximum dry unit weight and the optimum water content. As the geotechnical engineering consultant involved in the project, based on the results obtained in...
Soil Mechanics Problem 2 (26 points) Results from a standard Proctor compaction test yield an Optimum...
Soil Mechanics
Problem 2 (26 points) Results from a standard Proctor compaction test yield an Optimum Moisture Content (OMC) of 12% and a maximum dry unit weight of 18.1 kN/m. Given this information, address the following questions. a) The soil was used to construct an embankment on a construction site. A sand cone test indicated that a layer of the compacted fill had a total unit weight of 19.8 kN/m3 and a moisture content of 11%. Specifications call for the...
Problem 1 (3 points) The results of a standard Proctor test are given in the following...
Problem 1 (3 points) The results of a standard Proctor test are given in the following table. Moisture Mass of moist soil in the mold (R) Trial no. 1668 1723 1800 1850 1873 8.9 12 1868 a. Determine the maximum dry unit weight of compaction and the opti- mum moisture content. Given: Mold volume = 943.3 cm'. b. Determine the void ratio and the degree of saturation at the optimum moisture content. Given: G, = 2.73 Problem 2 (4 points)...
The following results were obtained from standard Proctor compaction tests. Test ID Mass of moist soil...
The following results were obtained from standard Proctor compaction tests. Test ID Mass of moist soil (kg) 1 1.633 Standard Proctor Test 2 . 1.841 1.907 1.822 1.756 Moisture Content Test 14 14 Mass of tin empty (g) Mass of tin + wet sample (g) Mass of tin + dry sample (g) 98 62 878280 (a) Calculate moisture content (w) and dry unit weight (ya) for standard Proctor compaction tests. Plot moisture content (w) vs. dry unit weight (yd). Given:...
A series of Proctor compaction tests were performed on fill material used for a roadway application. The results are shown in the Table below.
A series of Proctor compaction tests were performed on fill material used for a roadway application. The results are shown in the Table below.Data Point No.12345Mass of compacted soil + mould (kg)3.7623.9214.0344.0914.04Moisture content, w (%)4.57.510.112.916.4 The mass of the compaction mould was 2.031 kg. The mould volume was 1×10–3 m3.(a) Compute dry unit weight gd for each data point. (b) Draw the Proctor compaction curve of the soil, and determine the maximum dry unit weight gd max and optimum moisture content...
The data from a standard Proctor test are shown in the table below. a) Determine the maximum dry unit weight and the optimum water content. b) Plot the zero air voids line. c) Determine the degree of saturation at the maximum dry unit weight. Mass of Mass of Mass of Mass of Water Mass of | Bulk wet soil can and can and can and mold wet soil dry soil content wet soil unit grams) (%) (grams) | weight (g)...
The data from a standard Proctor test are shown in the table below. a) Determine the maximum dry unit weight and the optimum water content. b) Plot the zero air voids line. c) Determine the degree of saturation at the maximum dry unit weight. Mass of Mass of Mass of Mass of WaterMass of Bulk can content wet soilmit (grams)(grams) weight kN/m 4.8 1709.517.80 6.8 1816.5 18.91 10.0 1938.5 20.18 11.6 1959.5 20.40 13.21906.519.85 wet soicaand can and and moldtsoil...
Q3. The data from a standard Proctor test are shown in the table belovw (a) Determine the maximum dry unit weight and the optimum water content. (b) Plot the zero air voids line. (c) Determine the degree of saturation at the maximum dry unit weight. Diameter of mould 101.4 mm Height of mould 116.7 mm Mass of mould 4196.50 grams Specific gravity, Gs 2.69 Unit weight determination Water content determination Mass of can and wet soil Mass of can and...
The results of a standard Proctor test (ASTM performed in a standard mold with V-1/30 ft are given below Weight of wet soil Water content in the mold (Ibs 3.26 4.15 4.67 4.02 3.63 8.4 10.2 12.3 14.6 16.8 a) Plot the data on a plot of dry unit weight versus water content and determine the maximum dry unit weight and the optimum water content. As the geotechnical engineering consultant involved in the project, based on the results obtained in...
Soil Mechanics
Problem 2 (26 points) Results from a standard Proctor compaction test yield an Optimum Moisture Content (OMC) of 12% and a maximum dry unit weight of 18.1 kN/m. Given this information, address the following questions. a) The soil was used to construct an embankment on a construction site. A sand cone test indicated that a layer of the compacted fill had a total unit weight of 19.8 kN/m3 and a moisture content of 11%. Specifications call for the...
Problem 1 (3 points) The results of a standard Proctor test are given in the following table. Moisture Mass of moist soil in the mold (R) Trial no. 1668 1723 1800 1850 1873 8.9 12 1868 a. Determine the maximum dry unit weight of compaction and the opti- mum moisture content. Given: Mold volume = 943.3 cm'. b. Determine the void ratio and the degree of saturation at the optimum moisture content. Given: G, = 2.73 Problem 2 (4 points)...
The following results were obtained from standard Proctor compaction tests. Test ID Mass of moist soil (kg) 1 1.633 Standard Proctor Test 2 . 1.841 1.907 1.822 1.756 Moisture Content Test 14 14 Mass of tin empty (g) Mass of tin + wet sample (g) Mass of tin + dry sample (g) 98 62 878280 (a) Calculate moisture content (w) and dry unit weight (ya) for standard Proctor compaction tests. Plot moisture content (w) vs. dry unit weight (yd). Given:...
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