gm/cu.cm with an optimum water content of 12.5%. The ff are the results of a field density test using sand code equipment: Volume of soil excavated from the hole= 0.001337 cu.m. Weight of wet soil from the hole- 2220 grams Weight of soil after oven drying= 1890 grams a. Determine the field unit weight of the soil in gm/cu.cm. b. Find the water content of soil. c. What is the relative compaction?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The laboratory compaction test of a certain
type of soil gives a max dry density of 1.486
gm/cu.cm with an optimum water content of
12.5%. The ff are the results of a field density
test using sand code equipment:
Volume of soil excavated from the hole=
0.001337 cu.m.
Weight of wet soil from the hole- 2220 grams
Weight of soil after oven drying= 1890 grams
a. Determine the field unit weight of the soil in
gm/cu.cm.
b. Find the water content of soil.
c. What is the relative compaction?
Transcribed Image Text:The laboratory compaction test of a certain type of soil gives a max dry density of 1.486 gm/cu.cm with an optimum water content of 12.5%. The ff are the results of a field density test using sand code equipment: Volume of soil excavated from the hole= 0.001337 cu.m. Weight of wet soil from the hole- 2220 grams Weight of soil after oven drying= 1890 grams a. Determine the field unit weight of the soil in gm/cu.cm. b. Find the water content of soil. c. What is the relative compaction?
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