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Q3. The data from a standard Proctor test are shown in the table belovw (a) 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...
(b) The results of a standard Proctor test are given in the Table Q1. The volume...
(b) The results of a standard Proctor test are given in the Table Q1. The volume of the proctor mould used was 1000 cm? The specific gravity (G) of the soil is 2.65. (1) Plot the graph of dry density (kg/m?) against moisture content (%), the zero air void line (ZAV) and determine the maximum dry density and optimum moisture content. Table Q1: Standard Proctor test result Mass of wet soil in Moisture the mould (kg) content (%) 1.75 13...
Standard Proctor Test results are shown in the table below. Accordingly, graph the chart and determine...
Standard Proctor Test results are shown in the table below. Accordingly, graph the chart and determine the optimum water content and maximum dry unit volume weight. Kabin Macmi (cm3) 9499 Deney Başındak Kabın içindeki Zemin Airhugo () 1675 1950 2060 1970 Kap No 42 39 38 66 64 44 Kap+Islak Zemin Apr (e) 136,4 1249 1232 113 121,3 148,9 177,3 Kap+Kuru Zemin Airline) 128,7 113,7 111,8 99 105,9 125,4 1491 Kabin Agrh (B) 23,5 26,9 23,2 23,3 23 22,6 24.4...
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 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:...
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...
(b) The results of a standard Proctor test are given in the Table Q1. The volume of the proctor mould used was 1000 cm? The specific gravity (G) of the soil is 2.65. (1) Plot the graph of dry density (kg/m?) against moisture content (%), the zero air void line (ZAV) and determine the maximum dry density and optimum moisture content. Table Q1: Standard Proctor test result Mass of wet soil in Moisture the mould (kg) content (%) 1.75 13...
Standard Proctor Test results are shown in the table below. Accordingly, graph the chart and determine the optimum water content and maximum dry unit volume weight. Kabin Macmi (cm3) 9499 Deney Başındak Kabın içindeki Zemin Airhugo () 1675 1950 2060 1970 Kap No 42 39 38 66 64 44 Kap+Islak Zemin Apr (e) 136,4 1249 1232 113 121,3 148,9 177,3 Kap+Kuru Zemin Airline) 128,7 113,7 111,8 99 105,9 125,4 1491 Kabin Agrh (B) 23,5 26,9 23,2 23,3 23 22,6 24.4...
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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