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SITUATION 2 A specimen of moist soil weighing 122 g has an apparent specific gravity of 1.82. The specific gravity of the soil solids is 2.53. After the specimen is oven dried, the weight becomes 104 g. (a) Calculate the void ratio of the original mass of the soil. (b) Determine the water content of the original mass of the soil. (c) What is the dry density of the soil mass in g/cc?

SITUATION 2 A specimen of moist soil weighing 122 g has an apparent specific gravity of 1.82. The specific gravity of the soil solids is 2.53. After the specimen is oven dried, the weight becomes 104 g. (a) Calculate the void ratio of the original mass of the soil. (b) Determine the water content of the original mass of the soil. (c) What is the dry density of the soil mass in g/cc?

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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TNT N 351 9:30 K/s SITUATION 1 A 100 cc mold was used to collect a wet soil sample. Its weight was found to be 200- grams. Its oven dried weight was recorded as 189- grams. Use Gs= 2.70. (a) Determine the wet unit weight of the soil in g/ cc. (b) Determine the moisture content of the soil. (c) Determine the degree of saturation of the soil in percentage. SITUATION 2 A specimen of moist soil weighing 122 g has an apparent specific gravity of 1.82. The specific gravity of the soil solids is 2.53. After the specimen is oven dried, the weight becomes 104 g. (a) Calculate the void ratio of the original mass of the soil. (b) Determine the water content of the original mass of the soil. (c) What is the dry density of the soil mass in g/cc? SITUATION 3 A soil has a bulk unit weight of 18.7 kN/ cu.m and a moisture content of 12.5%. Assume the specific gravity of soil solids to be 2.67. (a) Calculate the submerge unit weight of the soil sample in kN/cu.m.? (b) Calculate the buoyant unit weight of the soil sample in kN/cu.m.? (c) Determine the mass of water to be added in a 2.5 cubic meters of soil to make the soil 90% saturated. SITUATION 4 A soil sample has the following properties: @ S= 50% its mass density (moist)= 1690 kg/ cu.m. @ S= 75% its mass density (moist)= 1808 kg/ cu.m. Calculate the following: (a) specific gravity (b) void ratio SITUATION 5 For loose uncompacted sand: Dr= 40%, e(min)= 0.46, e(max)= 0.90, Gs= 2.65
Transcribed Image Text:TNT N 351 9:30 K/s SITUATION 1 A 100 cc mold was used to collect a wet soil sample. Its weight was found to be 200- grams. Its oven dried weight was recorded as 189- grams. Use Gs= 2.70. (a) Determine the wet unit weight of the soil in g/ cc. (b) Determine the moisture content of the soil. (c) Determine the degree of saturation of the soil in percentage. SITUATION 2 A specimen of moist soil weighing 122 g has an apparent specific gravity of 1.82. The specific gravity of the soil solids is 2.53. After the specimen is oven dried, the weight becomes 104 g. (a) Calculate the void ratio of the original mass of the soil. (b) Determine the water content of the original mass of the soil. (c) What is the dry density of the soil mass in g/cc? SITUATION 3 A soil has a bulk unit weight of 18.7 kN/ cu.m and a moisture content of 12.5%. Assume the specific gravity of soil solids to be 2.67. (a) Calculate the submerge unit weight of the soil sample in kN/cu.m.? (b) Calculate the buoyant unit weight of the soil sample in kN/cu.m.? (c) Determine the mass of water to be added in a 2.5 cubic meters of soil to make the soil 90% saturated. SITUATION 4 A soil sample has the following properties: @ S= 50% its mass density (moist)= 1690 kg/ cu.m. @ S= 75% its mass density (moist)= 1808 kg/ cu.m. Calculate the following: (a) specific gravity (b) void ratio SITUATION 5 For loose uncompacted sand: Dr= 40%, e(min)= 0.46, e(max)= 0.90, Gs= 2.65
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