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6.2 For a soil with G = 2.7, calculate and plot the variation of dry density...
Q.1 (a) Soil sample has been collected in a compacted embankment at a dry density (Pty)...
Q.1 (a) Soil sample has been collected in a compacted embankment at a dry density (Pty) of 1950 kg/m, air void ratio (A.) of 15% and mass of solid (M.) of 3 kg. The value of G, is 2.7. Determine the following: O mass of water (MX) and total mass (M), (4 marks) (i) volume of air (V.), water (V.x) and solid (V.); (6 marks) (iii) void ratio (e), porosity (n), moisture content (w), and degree of saturation (S) and;...
Question 4:(15 Marks) On a construction Site, the soil Bulk density and water Content have been...
Question 4:(15 Marks) On a construction Site, the soil Bulk density and water Content have been measured as P-1800 kg/m' and w-20 %. G,- 2.65. Yw- 9.81 kN/m Determine: 4. S (degree of Saturation) .p( dry density) 3. n (porosity) e (void ratio) 2.
Determine the porosity of a soil if it has a dry bulk density of 1.8 g/cc...
Determine the porosity of a soil if it has a dry bulk density of 1.8 g/cc and the density of the soil particles is 2.7 g/cc. What would the bulk density of the soil be if it was saturated?
help with cation exchange capactity question 16. Suppose that 1 g of dry soil is mixed...
help with cation exchange capactity question
16. Suppose that 1 g of dry soil is mixed vigorously with 100 ml of 0.5 ammonium acetate solution. The soil and water mixture is filtered to remove the soil. The concentrations of calcium, magnesium and potassium ions are as follows: [Ca225.8 ug/ml [Mg2-3.4 ug/ml [K*] 2.2 ug/ml The concentration of Na* was below the detection limit What is the cation exchange capacity (CEC) of the soil (in units of cmol kg1)? Assume a...
Q.1 An excavated pit was backfilled by a soil with total volume of 0.5 m? The...
Q.1 An excavated pit was backfilled by a soil with total volume of 0.5 m? The total soil mass is 1000 kg. The moisture content (w) of the soil is 15% and its specific gravity (Gs) is 2.60. (a) Determine the following soil properties of the soil sample: (i) Density of soil solid, ps (2 marks) (ii) Volume of water, VX (2 marks) (iii) Volume of soil solids. Vs (2 marks) (iv) Volume of air, Va (1 mark) (v) Void...
help with cation exchange capactity question 16. Suppose that 1 g of dry soil is mixed...
help with cation exchange capactity question
16. Suppose that 1 g of dry soil is mixed vigorously with 100 ml of 0.5 ammonium acetate solution. The soil and water mixture is filtered to remove the soil. The concentrations of calcium, magnesium and potassium ions are as follows: [Ca225.8 ug/ml [Mg2-3.4 ug/ml [K*] 2.2 ug/ml The concentration of Na* was below the detection limit What is the cation exchange capacity (CEC) of the soil (in units of cmol kg1)? Assume a...
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...
Question 4 In order to determine the in-situ density of the soil at a site, the...
Question 4 In order to determine the in-situ density of the soil at a site, the sand replacement test conducted and the following results were obtained: 2.12 kg 1.85 kg Mass of soil extracted from the hole Mass of soil after oven drying Mass of sand pouring cylinder initially 5.45 kg Mass of sand pouring cylinder finally 3.27 kg Volume of cone in sand pouring cylinder 0.25x103 m3 Density of sand in cylinder 1579 kg/m If the specific gravity of...
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:...
1. A soil sample is taken from a small test hole in a soil borrow pit....
1. A soil sample is taken from a small test hole in a soil borrow pit. The volume of the test hole is 5 ft. The wet mass of the soil is 18 kg and the dry mass is 21 kg. The specific gravity of the soil solids is 2.65. ( m 35. 3147ft)(1 kge 2.205 lb) ( 1 lb= 0.2248 N) Determine: a. Wet and dry density (Mg/m) b. Wet and dry unit weight (pcf) C. Water content (%)...
Q.1 (a) Soil sample has been collected in a compacted embankment at a dry density (Pty) of 1950 kg/m, air void ratio (A.) of 15% and mass of solid (M.) of 3 kg. The value of G, is 2.7. Determine the following: O mass of water (MX) and total mass (M), (4 marks) (i) volume of air (V.), water (V.x) and solid (V.); (6 marks) (iii) void ratio (e), porosity (n), moisture content (w), and degree of saturation (S) and;...
Question 4:(15 Marks) On a construction Site, the soil Bulk density and water Content have been measured as P-1800 kg/m' and w-20 %. G,- 2.65. Yw- 9.81 kN/m Determine: 4. S (degree of Saturation) .p( dry density) 3. n (porosity) e (void ratio) 2.
help with cation exchange capactity question
16. Suppose that 1 g of dry soil is mixed vigorously with 100 ml of 0.5 ammonium acetate solution. The soil and water mixture is filtered to remove the soil. The concentrations of calcium, magnesium and potassium ions are as follows: [Ca225.8 ug/ml [Mg2-3.4 ug/ml [K*] 2.2 ug/ml The concentration of Na* was below the detection limit What is the cation exchange capacity (CEC) of the soil (in units of cmol kg1)? Assume a...
Q.1 An excavated pit was backfilled by a soil with total volume of 0.5 m? The total soil mass is 1000 kg. The moisture content (w) of the soil is 15% and its specific gravity (Gs) is 2.60. (a) Determine the following soil properties of the soil sample: (i) Density of soil solid, ps (2 marks) (ii) Volume of water, VX (2 marks) (iii) Volume of soil solids. Vs (2 marks) (iv) Volume of air, Va (1 mark) (v) Void...
help with cation exchange capactity question
16. Suppose that 1 g of dry soil is mixed vigorously with 100 ml of 0.5 ammonium acetate solution. The soil and water mixture is filtered to remove the soil. The concentrations of calcium, magnesium and potassium ions are as follows: [Ca225.8 ug/ml [Mg2-3.4 ug/ml [K*] 2.2 ug/ml The concentration of Na* was below the detection limit What is the cation exchange capacity (CEC) of the soil (in units of cmol kg1)? Assume a...
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...
Question 4 In order to determine the in-situ density of the soil at a site, the sand replacement test conducted and the following results were obtained: 2.12 kg 1.85 kg Mass of soil extracted from the hole Mass of soil after oven drying Mass of sand pouring cylinder initially 5.45 kg Mass of sand pouring cylinder finally 3.27 kg Volume of cone in sand pouring cylinder 0.25x103 m3 Density of sand in cylinder 1579 kg/m If the specific gravity of...
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:...
1. A soil sample is taken from a small test hole in a soil borrow pit. The volume of the test hole is 5 ft. The wet mass of the soil is 18 kg and the dry mass is 21 kg. The specific gravity of the soil solids is 2.65. ( m 35. 3147ft)(1 kge 2.205 lb) ( 1 lb= 0.2248 N) Determine: a. Wet and dry density (Mg/m) b. Wet and dry unit weight (pcf) C. Water content (%)...
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