The void ratio of a soil is 1.2 and its volume is 220 cubic centimeters. The mass of water in the soil is 50 grams. The volume (cubic centimeters) of air is 200 70 100 O

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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In. O
In. O
0:0.
0:0.
The mass of wet soil in a can is 120 grams.
The void ratio of a soil is 1.2 and its volume
is 220 cubic centimeters. The mass of
The mass of the can is 20 grams. What is
? the mass (grams) of wet soil
water in the soil is 50 grams. The volume
(cubic centimeters) of air is
100
140
200
70
100
The submerged (effective) unit weight is
the
The saturated unit weight of a soil is
its dry unit weight
saturated unit weight.
less than
saturated unit weight - the unit weight of
water
equal to
bulk unit weight - the unit weight of water
greater than
The void ratio of a soil is 0.675. The specific
The mass of a wet soil and can is 120
gravity is 2.7. The dry unit weight (kN/m3) is
most nearly
grams. The mass of the dry soil and can is
100 grams. The mass of the can is 20
grams. The water content is
15.8
80%
14.7
20%
18
25%
صفحة 2 من 2
II
II
Transcribed Image Text:In. O In. O 0:0. 0:0. The mass of wet soil in a can is 120 grams. The void ratio of a soil is 1.2 and its volume is 220 cubic centimeters. The mass of The mass of the can is 20 grams. What is ? the mass (grams) of wet soil water in the soil is 50 grams. The volume (cubic centimeters) of air is 100 140 200 70 100 The submerged (effective) unit weight is the The saturated unit weight of a soil is its dry unit weight saturated unit weight. less than saturated unit weight - the unit weight of water equal to bulk unit weight - the unit weight of water greater than The void ratio of a soil is 0.675. The specific The mass of a wet soil and can is 120 gravity is 2.7. The dry unit weight (kN/m3) is most nearly grams. The mass of the dry soil and can is 100 grams. The mass of the can is 20 grams. The water content is 15.8 80% 14.7 20% 18 25% صفحة 2 من 2 II II
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