The o weight of 0.1 cubic feet of soil is 12.2 Ib. If the moisture content is 12% and the specific graviny of soil solids is 2.72. Draw a phase diagram and determine the following a. Moist unit weight, y (lb/ft') b. Dry unit weight, Ya (Ib/ft') c. Void ratio, e
The o weight of 0.1 cubic feet of soil is 12.2 Ib. If the moisture content is 12% and the specific graviny of soil solids is 2.72. Draw a phase diagram and determine the following a. Moist unit weight, y (lb/ft') b. Dry unit weight, Ya (Ib/ft') c. Void ratio, e
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![%0\ l. lin.
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gravity of soil solids is 2.72. Draw a phase diagram and determine the following:
weight of 0.1 cubic feet of soil is 12.2 lb. If the moisture content is 12% and the specific
a. Moist unit weight, y (Ib ft')
b. Dry unit weight, Ya (Ib/ft')
c. Void ratio, e
d. Porosity, n
e. degree of saturation, S
f. Volume occupied by water, V.
Problem 2.
In its natural state, a moist soil has a volume of 0.33 ft' and weighs 39.93 lbs. The oven-dry weight
of the soil is 34.54lb. If G. - 2.67, calculate the moisture content, moist unit weight, dry unit
weight, void ratio, porosity, and degree of saturation.
Draw a phase diagram and determine:
a. Moisture content, w
b. Moist unit weight, y (Ib/ft')
c. Dry unit weight, ya (Ib/ft')
d. Void ratio, e
e. Porosity, n
f. degree of saturation, S
Problem 3.
For a moist soil, the following are given: V - 0.25 ft3, W = 30.75 lb, w = 9.8%, and Gs = 2.66.
Determine
a. Moist unit weight, y (Ib/ft')
b. Dry unit weight, ya (Ib/ft')
c. Void ratio, e
d. Porosity, n
e. degree of saturation, S
Chegg C
انتقال
Solved: Problem 1. The Moist
...eight Of 0.1 Cubic Feet Of S
قد تكون الصور محمية بموجب حقوق النشر. مزيد من المعلومات
الصور ذات الصلة
wiated
h
V
Te
Te u arT
rapa g - n
米
المزيد
المختارات
اكتشاف](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9c51477d-a370-4719-bd66-26794d4351cb%2F628d0c0a-bb7e-4d1a-9605-d33eb9af263c%2Flkaa5u_processed.jpeg&w=3840&q=75)
Transcribed Image Text:%0\ l. lin.
* DA
e hois
gravity of soil solids is 2.72. Draw a phase diagram and determine the following:
weight of 0.1 cubic feet of soil is 12.2 lb. If the moisture content is 12% and the specific
a. Moist unit weight, y (Ib ft')
b. Dry unit weight, Ya (Ib/ft')
c. Void ratio, e
d. Porosity, n
e. degree of saturation, S
f. Volume occupied by water, V.
Problem 2.
In its natural state, a moist soil has a volume of 0.33 ft' and weighs 39.93 lbs. The oven-dry weight
of the soil is 34.54lb. If G. - 2.67, calculate the moisture content, moist unit weight, dry unit
weight, void ratio, porosity, and degree of saturation.
Draw a phase diagram and determine:
a. Moisture content, w
b. Moist unit weight, y (Ib/ft')
c. Dry unit weight, ya (Ib/ft')
d. Void ratio, e
e. Porosity, n
f. degree of saturation, S
Problem 3.
For a moist soil, the following are given: V - 0.25 ft3, W = 30.75 lb, w = 9.8%, and Gs = 2.66.
Determine
a. Moist unit weight, y (Ib/ft')
b. Dry unit weight, ya (Ib/ft')
c. Void ratio, e
d. Porosity, n
e. degree of saturation, S
Chegg C
انتقال
Solved: Problem 1. The Moist
...eight Of 0.1 Cubic Feet Of S
قد تكون الصور محمية بموجب حقوق النشر. مزيد من المعلومات
الصور ذات الصلة
wiated
h
V
Te
Te u arT
rapa g - n
米
المزيد
المختارات
اكتشاف
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