The saturated unit weight of a soil is 126.0 pcf. The moisture content of the saturated soil is 18.2%. Determine all of the following: (A) Dry unit weight. (Show all pertinent volume-weight relationships and calculations.) (B) Void ratio. (Show all pertinent volume-weight relationships and calculations.) (C) Specific gravity of the soil solids. (Show all pertinent volume-weight relationships and calculations.) (D) Unit weight of the soil solids. (Show all pertinent volume-weight relationships and calculations.)
The saturated unit weight of a soil is 126.0 pcf. The moisture content of the saturated soil is 18.2%. Determine all of the following: (A) Dry unit weight. (Show all pertinent volume-weight relationships and calculations.) (B) Void ratio. (Show all pertinent volume-weight relationships and calculations.) (C) Specific gravity of the soil solids. (Show all pertinent volume-weight relationships and calculations.) (D) Unit weight of the soil solids. (Show all pertinent volume-weight relationships and calculations.)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Subject is soils mechanics
![The saturated unit weight of a soil is 126.0 pcf. The moisture content of the saturated
soil is 18.2%. Determine all of the following:
(A) Dry unit weight. (Show all pertinent volume-weight relationships and calculations.)
(B) Void ratio. (Show all pertinent volume-weight relationships and calculations.)
(C) Specific gravity of the soil solids. (Show all pertinent volume-weight relationships
and calculations.)
(D) Unit weight of the soil solids. (Show all pertinent volume-weight relationships and
calculations.)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F93c89597-7ce2-4451-bd61-6716aa1c2201%2F54b759eb-971d-4269-baed-44bb6c6d8ca9%2F1iho1d8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The saturated unit weight of a soil is 126.0 pcf. The moisture content of the saturated
soil is 18.2%. Determine all of the following:
(A) Dry unit weight. (Show all pertinent volume-weight relationships and calculations.)
(B) Void ratio. (Show all pertinent volume-weight relationships and calculations.)
(C) Specific gravity of the soil solids. (Show all pertinent volume-weight relationships
and calculations.)
(D) Unit weight of the soil solids. (Show all pertinent volume-weight relationships and
calculations.)
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It is needed to find the dry unit weight, void ratio, specific gravity, unit weight of soil solids.
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