1870 g of wet soil compacted into a mold with a volume of 1000 cm3. The soil is put into the oven and dried to a constant mass of 1678 kg. Gs=2.66 Define: a) water content (w) b) dry unit wight c) porosity d) degree of saturation aturated unit weight
1870 g of wet soil compacted into a mold with a volume of 1000 cm3. The soil is put into the oven and dried to a constant mass of 1678 kg. Gs=2.66 Define: a) water content (w) b) dry unit wight c) porosity d) degree of saturation aturated unit weight
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter3: Weight-volume Relationships And Plasticity
Section: Chapter Questions
Problem 3.1P
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![1870 g of wet soil compacted into a mold with a volume of 1000 cm3. The
soil is put into the oven and dried to a constant mass of 1678 kg. Gs=2.66
Define: a) water content (w)
b) dry unit wight
c) porosity
d) degree of saturation
e) saturated unit weight](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F02c198a1-b186-4c3e-bd5a-b196765f8159%2F04420075-0aff-47a9-8551-fa541c16c7f5%2Fywgcbq_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1870 g of wet soil compacted into a mold with a volume of 1000 cm3. The
soil is put into the oven and dried to a constant mass of 1678 kg. Gs=2.66
Define: a) water content (w)
b) dry unit wight
c) porosity
d) degree of saturation
e) saturated unit weight
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