Situation 4: A dry sand is placed in a container having a volume of 0.3 ft3 . The dry weight of the sample is 31 Ib. Water is carefully added to the container so as not to disturb the condition of the sand. When the container is filled, the combined weight of soil plus water is 38.2 Ib. From these data, a. Compute the void ratio of soil in the container b. Specific gravity of the soil particles c. A borrow material has a volume of 191,000 m3 and void ratio of 1.2. After compaction its new void ratio is 0.7, find the corresponding volume?
Situation 4: A dry sand is placed in a container having a volume of 0.3 ft3 . The dry weight of the sample is 31 Ib. Water is carefully added to the container so as not to disturb the condition of the sand. When the container is filled, the combined weight of soil plus water is 38.2 Ib. From these data, a. Compute the void ratio of soil in the container b. Specific gravity of the soil particles c. A borrow material has a volume of 191,000 m3 and void ratio of 1.2. After compaction its new void ratio is 0.7, find the corresponding volume?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Situation 4:
A dry sand is placed in a container having a volume of 0.3 ft3 . The dry weight of the sample is 31 Ib.
Water is carefully added to the container so as not to disturb the condition of the sand. When the
container is filled, the combined weight of soil plus water is 38.2 Ib. From these data,
a. Compute the void ratio of soil in the container
b. Specific gravity of the soil particles
c. A borrow material has a volume of 191,000 m3 and void ratio of 1.2. After compaction its new void ratio is 0.7, find the corresponding volume?
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