Given the soil cylinder and the test setup shown in Figure 2. E h=1.0m A 0.5 m B. 0.5 m SOIL 1.5 m Datum Filter screen Figure 2 (1) Determine the pressure, elevation, total heads and head loss at points A through E in centimeters of water, and plot these values versus elevation. (2) If the diameter of the soil cylinder is 6 cm and 42.5 cm³ water flows through the soil sample in 5 min, calculate the coefficient of permeability of the soil and the discharge velocity. (3) A 20 cm long cylinder sample with the diameter of 6 cm is taken from the soil column in Figure 2 If the dry weight of the soil sample is 9.33 N, and the specific gravity of soil particles is 2.70, calculate the seepage velocity.
Given the soil cylinder and the test setup shown in Figure 2. E h=1.0m A 0.5 m B. 0.5 m SOIL 1.5 m Datum Filter screen Figure 2 (1) Determine the pressure, elevation, total heads and head loss at points A through E in centimeters of water, and plot these values versus elevation. (2) If the diameter of the soil cylinder is 6 cm and 42.5 cm³ water flows through the soil sample in 5 min, calculate the coefficient of permeability of the soil and the discharge velocity. (3) A 20 cm long cylinder sample with the diameter of 6 cm is taken from the soil column in Figure 2 If the dry weight of the soil sample is 9.33 N, and the specific gravity of soil particles is 2.70, calculate the seepage velocity.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:3. Given the soil cylinder and the test setup shown in Figure 2.
E
h=1.0m
A
0.5 m
B.
|0.5 m
SOIL
1.5 m
Datum
Filter screen
Figure 2
(1) Determine the pressure, elevation, total heads and head loss at points A through E in centimeters
of water, and plot these values versus elevation.
(2) If the diameter of the soil cylinder is 6 cm and 42.5 cm water flows through the soil sample in 5
min, calculate the coefficient of permeability of the soil and the discharge velocity.
(3) A 20 cm long cylinder sample with the diameter of 6 cm is taken from the soil column in Figure 2
.If the dry weight of the soil sample is 9.33 N, and the specific gravity of soil particles is 2.70,
calculate the seepage velocity.
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