3. A sample of clayey silt is mixed at about its Liquid Limit of 40. It is placed carefully in a small porcelain dish with a volume of 19.3 cm3 and weight 34.67 g. After oven dying, the soil pat displaced 216.8 g of mercury. a. Determine the shrinkage limit of the soil sample. b. Determine the density of the soil ps. c. Determine the dry density of the soil if it has a void ratio of 0.72. fine-grained soil is found to have a liguid limit of 90% and a plasticity index of 51 The natural water content is 280%
3. A sample of clayey silt is mixed at about its Liquid Limit of 40. It is placed carefully in a small porcelain dish with a volume of 19.3 cm3 and weight 34.67 g. After oven dying, the soil pat displaced 216.8 g of mercury. a. Determine the shrinkage limit of the soil sample. b. Determine the density of the soil ps. c. Determine the dry density of the soil if it has a void ratio of 0.72. fine-grained soil is found to have a liguid limit of 90% and a plasticity index of 51 The natural water content is 280%
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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3. please answer correctly and show solutions
![3. A sample of clayey silt is mixed at about its Liquid Limit of 40. It is placed carefully in a small porcelain dish with a
volume of 19.3 cm³ and weight 34.67 g. After oven dying, the soil pat displaced 216.8 g of mercury.
a. Determine the shrinkage limit of the soil sample.
b. Determine the density of the soil ps.
c. Determine the dry density of the soil if it has a void ratio of 0.72.
fine-grained soil is found to have a liguid limit of 90% and a plasticity index of 51 The natural water content is 280%](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7b24a8f3-2f2d-4507-ba99-780362deeadd%2Faa2dc2da-8501-41ce-8b3e-1b68464ea178%2Fdc434tt_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3. A sample of clayey silt is mixed at about its Liquid Limit of 40. It is placed carefully in a small porcelain dish with a
volume of 19.3 cm³ and weight 34.67 g. After oven dying, the soil pat displaced 216.8 g of mercury.
a. Determine the shrinkage limit of the soil sample.
b. Determine the density of the soil ps.
c. Determine the dry density of the soil if it has a void ratio of 0.72.
fine-grained soil is found to have a liguid limit of 90% and a plasticity index of 51 The natural water content is 280%
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