A sample of soil compacted according to the standard Proct or test has a density of 2.06 g/cm³ at 100% compaction and at an optimum water content of 14%. What is the dry unit weight? What is the dry unit weight at zero air-voids? If the voids become filled with water what would be the saturated unit weight? Assume Gs = 2.67 Air Water Solids Ma + + M, M *+ Ww
A sample of soil compacted according to the standard Proct or test has a density of 2.06 g/cm³ at 100% compaction and at an optimum water content of 14%. What is the dry unit weight? What is the dry unit weight at zero air-voids? If the voids become filled with water what would be the saturated unit weight? Assume Gs = 2.67 Air Water Solids Ma + + M, M *+ Ww
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A sample of soil compacted according to the standard Proct or test has a density of 2.06 g/cm³ at 100% compaction and at an
optimum water content of 14%. What is the dry unit weight? What is the dry unit weight at zero air-voids? If the voids become filled
with water what would be the saturated unit weight? Assume Gs = 2.67
Air
Water
Solids
Ma
+
-
+
M
st](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff1f0c905-f4f0-401f-9e11-7e89b9e303f0%2F3bb8854f-9314-42f2-8c0c-5751fd05047a%2Fwtmw07b_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A sample of soil compacted according to the standard Proct or test has a density of 2.06 g/cm³ at 100% compaction and at an
optimum water content of 14%. What is the dry unit weight? What is the dry unit weight at zero air-voids? If the voids become filled
with water what would be the saturated unit weight? Assume Gs = 2.67
Air
Water
Solids
Ma
+
-
+
M
st
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