•4A 100 The mass of a saturated soil is 1.9kg and its The specific gravity of most soils is nearly volume is 1000 cubic centimeters. The saturated unit weight (kN/m3) is most 2.7 O The void ratio is the ratio of the volume of nearly voids with respect to 3.0 C 18.6 O Volume of gases O 1.0 19.3 Volume of soil 18.00 Volume of solids O The void ratio of a soil is 1.2 and its volume is 220 cubic centimeters. The volume (cubic centimeters) of soil solids is The water content of a saturated soil is The water content of a soil is 25%. The 25.9%. The specific gravity is 2.7. The void 183.2 O specific gravity is 2.7 and the void ratio is 0.75. The degree of saturation is ratio is 200 0.09 90% O 100 O 0.7 70% 1.08 100 The water content of a soil is 25%. The degree of saturation is 90%. The specific gravity is 2.7 and the unit weight of water is 9.8 kN/m3. The bulk (moist) unit weight The void ratio of a soil is 0.675. The specific The unit weight of water is nearly gravity is 2.7. The submerged unit weight (kN/m3) is most nearly (kN/m3) is most nearly 1 grams per cubic centimeter 7.5 O 9.8 kN per cubic meter O 19.8 29.6 1000 grams per cubic meter 18.9 O 10.0 O O O
•4A 100 The mass of a saturated soil is 1.9kg and its The specific gravity of most soils is nearly volume is 1000 cubic centimeters. The saturated unit weight (kN/m3) is most 2.7 O The void ratio is the ratio of the volume of nearly voids with respect to 3.0 C 18.6 O Volume of gases O 1.0 19.3 Volume of soil 18.00 Volume of solids O The void ratio of a soil is 1.2 and its volume is 220 cubic centimeters. The volume (cubic centimeters) of soil solids is The water content of a saturated soil is The water content of a soil is 25%. The 25.9%. The specific gravity is 2.7. The void 183.2 O specific gravity is 2.7 and the void ratio is 0.75. The degree of saturation is ratio is 200 0.09 90% O 100 O 0.7 70% 1.08 100 The water content of a soil is 25%. The degree of saturation is 90%. The specific gravity is 2.7 and the unit weight of water is 9.8 kN/m3. The bulk (moist) unit weight The void ratio of a soil is 0.675. The specific The unit weight of water is nearly gravity is 2.7. The submerged unit weight (kN/m3) is most nearly (kN/m3) is most nearly 1 grams per cubic centimeter 7.5 O 9.8 kN per cubic meter O 19.8 29.6 1000 grams per cubic meter 18.9 O 10.0 O O O
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
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![A P 1-:00
• 14A -:0E
The mass of a saturated soil is 1.9kg and its
The specific gravity of most soils is nearly
volume is 1000 cubic centimeters. The
saturated unit weight (kN/m3) is most
The void ratio is the ratio of the volume of
2.7
nearly
voids with respect to
3.0
18.6
Volume of gases
1.0
19.3
Volume of soil
18.00
Volume of solids
The void ratio of a soil is 1.2 and its volume
is 220 cubic centimeters. The volume (cubic
centimeters) of soil solids is
The water content of a saturated soil is
The water content of a soil is 25%. The
25.9%. The specific gravity is 2.7. The void
183.2
specific gravity is 2.7 and the void ratio is
ratio is
0.75. The degree of saturation is
200
0.09
90%
100
0.7
70%
1.08
100
The water content of a soil is 25%. The
degree of saturation is 90%. The specific
gravity is 2.7 and the unit weight of water is
9.8 kN/m3. The bulk (moist) unit weight
The void ratio of a soil is 0.675. The specific
The unit weight of water is nearly
(kN/m3) is most nearly
gravity is 2.7. The submerged unit weight
(kN/m3) is most nearly
1 grams per cubic centimeter
17.9
7.5
9.8 kN per cubic meter
19.8
29.6
1000 grams per cubic meter
18.9
10.0
II
II
II
O o o
оо
O O O
O O O
O O](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0b75daf6-38cc-4b9c-983f-2df354da0141%2F9a3d46ea-25af-4389-83cc-d6d5af06b2c7%2Fcqalco5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A P 1-:00
• 14A -:0E
The mass of a saturated soil is 1.9kg and its
The specific gravity of most soils is nearly
volume is 1000 cubic centimeters. The
saturated unit weight (kN/m3) is most
The void ratio is the ratio of the volume of
2.7
nearly
voids with respect to
3.0
18.6
Volume of gases
1.0
19.3
Volume of soil
18.00
Volume of solids
The void ratio of a soil is 1.2 and its volume
is 220 cubic centimeters. The volume (cubic
centimeters) of soil solids is
The water content of a saturated soil is
The water content of a soil is 25%. The
25.9%. The specific gravity is 2.7. The void
183.2
specific gravity is 2.7 and the void ratio is
ratio is
0.75. The degree of saturation is
200
0.09
90%
100
0.7
70%
1.08
100
The water content of a soil is 25%. The
degree of saturation is 90%. The specific
gravity is 2.7 and the unit weight of water is
9.8 kN/m3. The bulk (moist) unit weight
The void ratio of a soil is 0.675. The specific
The unit weight of water is nearly
(kN/m3) is most nearly
gravity is 2.7. The submerged unit weight
(kN/m3) is most nearly
1 grams per cubic centimeter
17.9
7.5
9.8 kN per cubic meter
19.8
29.6
1000 grams per cubic meter
18.9
10.0
II
II
II
O o o
оо
O O O
O O O
O O
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