Problem 3
Problem 3: Calculate the dry unit weight, the saturated unit weight and the buoyant unit weight of a soil having a void ratio of 0.70
and a value of Gs of 2.72. Calculate also the unit weight and water content at a degree of saturation of 75%.
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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 soil has a bulk (total) unit weight of γ = 120 lb/ft3 and water content...
A soil has a bulk (total) unit weight of γ = 120 lb/ft3 and water content w = 18%. Take Gs = 2.67. Fill in a completed phase diagram for this soil. Then, calculate: a) void ratio, e; b) porosity, n ; c) degree of saturation, Sr; d) saturated unit weight, γsat (in lb/ft3).
please do problem 3 Problem 1: In its natural condition a soil sample has a mass...
please do problem 3
Problem 1: In its natural condition a soil sample has a mass of 2290 g and a volume of 1.15 x10 m. After being completely dried in an oven the mass of the sample is 2035 g. The value of G, for the soil is 2.68. Determine the bulk density, unit weight, water content. void ratio, porosity, degree of saturation and air content. Problem 3: A soil specimen is 38 mm in diameter and 76 mm...
I need help on this Geotechnical Engineering its due today W = V V = W,...
I need help on this Geotechnical Engineering its due
today
W = V V = W, = -- Air Water Solid Figure 3.13 3.4 During a compaction test in the geotechnical laboratory, the students com- pacted a clayey soil into a cylindrical mold 4 in. in diameter and 4.58 in. in height. The compacted soil in the mold weighed 4 lb, and it had a moisture content of 12%. If G = 2.72, determine the following: a. Dry unit weight...
Question 6 (10 Marks) A partially saturated soil collected from field in a core cutter cylinder...
Question 6 (10 Marks) A partially saturated soil collected from field in a core cutter cylinder with diameter of 100mm and height of 127.5mm. The sample when weighed had 1700 grams. The specific gravity of soil was found to be 2.68. The sample had volume of voids as 400cm. Find the following, i. ii. iv. Porosity Void Ratio Bulk unit weight Dry unit weight Saturated unit weight Submerged unit weight Water content Water content at 50% saturation Water content at...
3. The unit weight of a soil is 96 lb/ft3. The moisture content if this soil...
3. The unit weight of a soil is 96 lb/ft3. The moisture content if this soil is 17% when the degree of saturation is 60%. Determine: a. Void ratio b. Specific gravity of solids c. Saturated unit weight.
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...
SOLVE THIS PROBLEM BY USING PHASE DIAGRAM NOT FORMULAS!!! 4. [8] During a subsurface exploration, an...
SOLVE THIS PROBLEM BY USING PHASE DIAGRAM NOT
FORMULAS!!!
4. [8] During a subsurface exploration, an undisturbed soil sample was collected from the field using a split-spoon sampler. The sample diameter was 1.375 inches, length was 18 inches, and it had a moist unit weight of 1.85 lb. If the oven dried sample weighed 1.5 lbs and Gs = 2.68, determine the following: a) Moist unit weight b) Moisture content c) Dry unit weight d) Void ratio e) Degree of...
A moist soil packed into a volume of 0.1 m2 has a dry weight of 1.5...
A moist soil packed into a volume of 0.1 m2 has a dry weight of 1.5 KN and a water content of 12%. The average specific gravity of the grains comprising the soil is 2.65. Determine: a. The dry unit weight of the soil b. The moist unit weight of the soil c. The void ratio d. The porosity e. The degree of saturation f. The volume occupied by the water in the soil.
An undisturbed sample of clay has a void ratio of 0.3, a specific gravity of 2.72...
An undisturbed sample of clay has a void ratio of 0.3, a specific gravity of 2.72 and a saturated unit weight of 125 pcf. What is the wet mass and dry mass in kg? A saturated sample of undisturbed clay has a wet mass of 350 kg and a dry mass of 200 kg. What is the required volume to give a specific gravity of solids of 2.7? A soil has the following characteristics: percentage fines, F 45% liquid limit...
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...
please do problem 3
Problem 1: In its natural condition a soil sample has a mass of 2290 g and a volume of 1.15 x10 m. After being completely dried in an oven the mass of the sample is 2035 g. The value of G, for the soil is 2.68. Determine the bulk density, unit weight, water content. void ratio, porosity, degree of saturation and air content. Problem 3: A soil specimen is 38 mm in diameter and 76 mm...
I need help on this Geotechnical Engineering its due
today
W = V V = W, = -- Air Water Solid Figure 3.13 3.4 During a compaction test in the geotechnical laboratory, the students com- pacted a clayey soil into a cylindrical mold 4 in. in diameter and 4.58 in. in height. The compacted soil in the mold weighed 4 lb, and it had a moisture content of 12%. If G = 2.72, determine the following: a. Dry unit weight...
Question 6 (10 Marks) A partially saturated soil collected from field in a core cutter cylinder with diameter of 100mm and height of 127.5mm. The sample when weighed had 1700 grams. The specific gravity of soil was found to be 2.68. The sample had volume of voids as 400cm. Find the following, i. ii. iv. Porosity Void Ratio Bulk unit weight Dry unit weight Saturated unit weight Submerged unit weight Water content Water content at 50% saturation Water content at...
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...
SOLVE THIS PROBLEM BY USING PHASE DIAGRAM NOT
FORMULAS!!!
4. [8] During a subsurface exploration, an undisturbed soil sample was collected from the field using a split-spoon sampler. The sample diameter was 1.375 inches, length was 18 inches, and it had a moist unit weight of 1.85 lb. If the oven dried sample weighed 1.5 lbs and Gs = 2.68, determine the following: a) Moist unit weight b) Moisture content c) Dry unit weight d) Void ratio e) Degree of...
A moist soil packed into a volume of 0.1 m2 has a dry weight of 1.5 KN and a water content of 12%. The average specific gravity of the grains comprising the soil is 2.65. Determine: a. The dry unit weight of the soil b. The moist unit weight of the soil c. The void ratio d. The porosity e. The degree of saturation f. The volume occupied by the water in the soil.
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