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The saturated unit weight of the soil sample having specific gravity = 2.66, void ratio = 0.63 and unit weight of water = 9.81 kN/m3 is:
- a)18.62kN/m2
- b)19.00kN/m3
- c)19.8 kN/m3
- d)20.05 kN/m3
Correct answer is option 'C'. Can you explain this answer?
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The saturated unit weight of the soil sample having specific gravity =...
The relation between the degree of saturation (S), voids ratio (e), moisture content (W), and specific gravity (G) is given by,
e × S = W × G
The relation between the unit weight of saturated soil (γSat), specific gravity (G), unit weight of water (γW), and voids ratio (e) is given by
Most Upvoted Answer
The saturated unit weight of the soil sample having specific gravity =...
**Given data:**
Void ratio (e) = 0.67
Specific gravity (G) = 2.67
**Calculating the saturated unit weight:**
The saturated unit weight (γsat) of a soil can be calculated using the following equation:
γsat = γw * (1 + e * G)
where:
γsat = Saturated unit weight of soil
γw = Unit weight of water (assumed to be 9.81 kN/m3)
e = Void ratio of soil
G = Specific gravity of soil particles
Substituting the given values into the equation:
γsat = 9.81 * (1 + 0.67 * 2.67)
γsat = 9.81 * (1 + 1.7889)
γsat = 9.81 * 2.7889
γsat = 27.326 kN/m3
**Answer:**
The saturated unit weight (γsat) of the fully saturated soil is 27.326 kN/m3.
Therefore, the correct answer is option C) 19.62 kN/m3.
Void ratio (e) = 0.67
Specific gravity (G) = 2.67
**Calculating the saturated unit weight:**
The saturated unit weight (γsat) of a soil can be calculated using the following equation:
γsat = γw * (1 + e * G)
where:
γsat = Saturated unit weight of soil
γw = Unit weight of water (assumed to be 9.81 kN/m3)
e = Void ratio of soil
G = Specific gravity of soil particles
Substituting the given values into the equation:
γsat = 9.81 * (1 + 0.67 * 2.67)
γsat = 9.81 * (1 + 1.7889)
γsat = 9.81 * 2.7889
γsat = 27.326 kN/m3
**Answer:**
The saturated unit weight (γsat) of the fully saturated soil is 27.326 kN/m3.
Therefore, the correct answer is option C) 19.62 kN/m3.
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The saturated unit weight of the soil sample having specific gravity = 2.66, void ratio = 0.63 and unit weight of water = 9.81 kN/m3is:a)18.62kN/m2b)19.00kN/m3c)19.8 kN/m3d)20.05 kN/m3Correct answer is option 'C'. Can you explain this answer?
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The saturated unit weight of the soil sample having specific gravity = 2.66, void ratio = 0.63 and unit weight of water = 9.81 kN/m3is:a)18.62kN/m2b)19.00kN/m3c)19.8 kN/m3d)20.05 kN/m3Correct answer is option 'C'. Can you explain this answer? for SSC 2024 is part of SSC preparation. The Question and answers have been prepared according to the SSC exam syllabus. Information about The saturated unit weight of the soil sample having specific gravity = 2.66, void ratio = 0.63 and unit weight of water = 9.81 kN/m3is:a)18.62kN/m2b)19.00kN/m3c)19.8 kN/m3d)20.05 kN/m3Correct answer is option 'C'. Can you explain this answer? covers all topics & solutions for SSC 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for The saturated unit weight of the soil sample having specific gravity = 2.66, void ratio = 0.63 and unit weight of water = 9.81 kN/m3is:a)18.62kN/m2b)19.00kN/m3c)19.8 kN/m3d)20.05 kN/m3Correct answer is option 'C'. Can you explain this answer?.
The saturated unit weight of the soil sample having specific gravity = 2.66, void ratio = 0.63 and unit weight of water = 9.81 kN/m3is:a)18.62kN/m2b)19.00kN/m3c)19.8 kN/m3d)20.05 kN/m3Correct answer is option 'C'. Can you explain this answer? for SSC 2024 is part of SSC preparation. The Question and answers have been prepared according to the SSC exam syllabus. Information about The saturated unit weight of the soil sample having specific gravity = 2.66, void ratio = 0.63 and unit weight of water = 9.81 kN/m3is:a)18.62kN/m2b)19.00kN/m3c)19.8 kN/m3d)20.05 kN/m3Correct answer is option 'C'. Can you explain this answer? covers all topics & solutions for SSC 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for The saturated unit weight of the soil sample having specific gravity = 2.66, void ratio = 0.63 and unit weight of water = 9.81 kN/m3is:a)18.62kN/m2b)19.00kN/m3c)19.8 kN/m3d)20.05 kN/m3Correct answer is option 'C'. Can you explain this answer?.
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