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2. A 63.7% saturated sample of soil has a dry density of 1680 kg/m 3 and...
Problem 3 The dry density of a soil is 1780 Kg/m³ . Given Specific gravity of...
Problem 3 The dry density of a soil is 1780 Kg/m³ . Given Specific gravity of soil solids is 2.68, what would be the moisture content of the soil when saturated?
the only question to answer are 2-5 2-7 2-10 2-17 2-19 thank you CHAPTER Two 2-3....
the only question to answer are
2-5
2-7
2-10
2-17
2-19
thank you
CHAPTER Two 2-3. An undisturbed chunk of soil has a wet weight of 62 lb and a volume of o.s6 ft. When dried out in an oven, the soil weighs S0 Ib. If the specific gravity o solids is found to be 2.64, determine the water con- tent, wet unit weight of soil, dry unit soil. 2-13. The wet unit weight of a soil sample is 18.55...
A cylinder soil sample prepared for laboratory testing has a diameter of 70 mm, a height...
A cylinder soil sample prepared for laboratory testing has a diameter of 70 mm, a height of 143 mm, and weighs 9*10 kN. If the degree of saturation is 90% and specific of gravity of the soil is 2.6, find Void ratio, water content, dry density, porosity, and water content under fully saturated condition. Hamun: A cylinder soil sample prepared for laboratory testing has a diameter of 70 mm, a height of 143 mm, and weighs 9*10 kN. If the...
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;...
CE 321 Soil 1. A block sample of soil the soil sample was used for gravity...
CE 321 Soil 1. A block sample of soil the soil sample was used for gravity of soil is 2.65, find the following soil 101.4 kg and has dimensions of 0.4mx0.4 mx0.4 m. Some of moisture content as shown below. When the specific Mass of can with soil before drying in oven1z1.84g Mass of can with soil after drying in oven 101.72 (Tip: 1 kg 9.81 N) content ( 2) Total Unit weight (kN/m3) 3) Dry unit weight (kN/m') CE...
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...
A sample of fully saturated clay weighs 1.4 kg. When dry, the same sample weighs 1.1...
A sample of fully saturated clay weighs 1.4 kg. When dry, the same sample weighs 1.1 kg. The density of soil solids is Ps= 2700 kg/m², and the density of water is pw = 1000 kg/m². The density of the saturated clay is most nearly O (A) 1000 kg/m2 O (B) 1600 kg/m² O (C) 2000 kg/m O (D) 2700 kg/m2
1. A fully saturated clay sample has a volume of 180 cm and mass of 320...
1. A fully saturated clay sample has a volume of 180 cm and mass of 320 gm. the specific gravity of solids, G, is 2.6. Find the following parameters. (Use density of water, p, 1gm/em'and g-9.81 m/s) a Void ratio, 320 1.25 T-Gi8 1g 26xt ev el,0s b Porosity,-. ala0.us C Water content, LO.u39 us,1s Bulk Unit Weight, (ANm d 1x1 2.x0as.
A sandy soil has a maximum void ratio (emax) of 0.63 and a minimum void ratio...
A sandy soil has a maximum void ratio (emax) of 0.63 and a minimum void ratio (emin) of 0.36. The soil is compacted to a dry unit of 17.8 Kn/m at a moisture content of 1896. The specific gravity of the solids is 2.7. What is the relative density of the soil after compaction?
A soil sample has a gravity density of 22 kN / m3 and a water content...
A soil sample has a gravity density of 22 kN / m3 and a water content of 10%. What is the dry gravity density of the sample? If the dry density, wet density and grain density of a soil sample are 1.6 g / cm3, 1.84 g / cm3 and 2.56 g / cm3, respectively, what will be the porosity of the sample?
Problem 3 The dry density of a soil is 1780 Kg/m³ . Given Specific gravity of soil solids is 2.68, what would be the moisture content of the soil when saturated?
the only question to answer are
2-5
2-7
2-10
2-17
2-19
thank you
CHAPTER Two 2-3. An undisturbed chunk of soil has a wet weight of 62 lb and a volume of o.s6 ft. When dried out in an oven, the soil weighs S0 Ib. If the specific gravity o solids is found to be 2.64, determine the water con- tent, wet unit weight of soil, dry unit soil. 2-13. The wet unit weight of a soil sample is 18.55...
A cylinder soil sample prepared for laboratory testing has a diameter of 70 mm, a height of 143 mm, and weighs 9*10 kN. If the degree of saturation is 90% and specific of gravity of the soil is 2.6, find Void ratio, water content, dry density, porosity, and water content under fully saturated condition. Hamun: A cylinder soil sample prepared for laboratory testing has a diameter of 70 mm, a height of 143 mm, and weighs 9*10 kN. If the...
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;...
CE 321 Soil 1. A block sample of soil the soil sample was used for gravity of soil is 2.65, find the following soil 101.4 kg and has dimensions of 0.4mx0.4 mx0.4 m. Some of moisture content as shown below. When the specific Mass of can with soil before drying in oven1z1.84g Mass of can with soil after drying in oven 101.72 (Tip: 1 kg 9.81 N) content ( 2) Total Unit weight (kN/m3) 3) Dry unit weight (kN/m') CE...
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...
A sample of fully saturated clay weighs 1.4 kg. When dry, the same sample weighs 1.1 kg. The density of soil solids is Ps= 2700 kg/m², and the density of water is pw = 1000 kg/m². The density of the saturated clay is most nearly O (A) 1000 kg/m2 O (B) 1600 kg/m² O (C) 2000 kg/m O (D) 2700 kg/m2
1. A fully saturated clay sample has a volume of 180 cm and mass of 320 gm. the specific gravity of solids, G, is 2.6. Find the following parameters. (Use density of water, p, 1gm/em'and g-9.81 m/s) a Void ratio, 320 1.25 T-Gi8 1g 26xt ev el,0s b Porosity,-. ala0.us C Water content, LO.u39 us,1s Bulk Unit Weight, (ANm d 1x1 2.x0as.
A sandy soil has a maximum void ratio (emax) of 0.63 and a minimum void ratio (emin) of 0.36. The soil is compacted to a dry unit of 17.8 Kn/m at a moisture content of 1896. The specific gravity of the solids is 2.7. What is the relative density of the soil after compaction?
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