During a subsurface exploration, an undisturbed soil sample was collected in the field using a split-spoon sampler. for laboratory evaluation. The sample has a diameter of 1.375 in. diameter, 18 in. length, and a wet weight of 1.85 lb. If the oven-dried weight was 1.5 lb and Gs = 2.74; calculate the following: (a) Wet unit weight. b) Moisture content. c) Dry unit weight. d) Void ratio. e) Degree of saturation.
During a subsurface exploration, an undisturbed soil sample was collected in the field using a split-spoon sampler. for laboratory evaluation. The sample has a diameter of 1.375 in. diameter, 18 in. length, and a wet weight of 1.85 lb. If the oven-dried weight was 1.5 lb and Gs = 2.74; calculate the following: (a) Wet unit weight. b) Moisture content. c) Dry unit weight. d) Void ratio. e) Degree of saturation.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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During a subsurface exploration, an undisturbed soil sample was collected in the field using a split-spoon sampler. for laboratory evaluation. The sample has a diameter of 1.375 in. diameter, 18 in. length, and a wet weight of 1.85 lb. If the oven-dried weight was 1.5 lb and Gs = 2.74; calculate the following:
(a) Wet unit weight.
b) Moisture content.
c) Dry unit weight.
d) Void ratio.
e) Degree of saturation.
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Step 1 Introduction
VIEWStep 2 Data given
VIEWStep 3 Calculation of Volume of sample (V)
VIEWStep 4 Calculation of wet unit weight of soil sample
VIEWStep 5 Calculation of moisture content of soil
VIEWStep 6 Calculation of Dry unit weight
VIEWStep 7 Calculation of void ratio and degree of saturation
VIEWStep 8 Conclusion
VIEW
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