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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Subject is soils mechanics

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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