Question: 4.12 The mass of a wet sample of soil and its container is O.33 kg. The dry... 4.12 The mass of a wet sample of soil and its container is 0.33 kg. The dry mass of the soil and its container is 0.29 kg. The mass of the container is 0.06 kg and its volume is 0.15 x 10-3 m3. Determine the following. (a) The bulk, dry, and saturated unit weights of the soil. (b) The void ratio and the degree of saturation. (c) How much air void is in the soil?

Principles of Foundation Engineering (MindTap Course List)
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ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter5: Soil Improvement And Ground Modification
Section: Chapter Questions
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Question: 4.12 The mass of a
wet sample of soil and its
container is O.33 kg. The dry...
4.12 The mass of a wet sample of soil and its
container is 0.33 kg. The dry mass of the soil and its
container is 0.29 kg. The mass of the container is
0.06 kg and its volume is 0.15 x 10-3 m³. Determine
the following.
(a) The bulk, dry, and saturated unit weights of the
soil.
(b) The void ratio and the degree of saturation.
(c) How much air void is in the soil?
(d) The weight of water required to saturate 1m3 of
this soil.
Transcribed Image Text:Question: 4.12 The mass of a wet sample of soil and its container is O.33 kg. The dry... 4.12 The mass of a wet sample of soil and its container is 0.33 kg. The dry mass of the soil and its container is 0.29 kg. The mass of the container is 0.06 kg and its volume is 0.15 x 10-3 m³. Determine the following. (a) The bulk, dry, and saturated unit weights of the soil. (b) The void ratio and the degree of saturation. (c) How much air void is in the soil? (d) The weight of water required to saturate 1m3 of this soil.
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