EP WEBASSIGN FOR MOAVENI'S ENGINEERING
6th Edition
ISBN: 9780357126592
Author: MOAVENI
Publisher: CENGAGE CO
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Textbook Question
Chapter 4, Problem 22P
Present Example 6.3 in Chapter 6 using the format discussed in Section 4.2. Divide the example problem into “Given,” “Find,” and “Solution” sections.
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*688*
-2.625-
—1.250-
(d)
1. It is double dimensioned.
2. The extension lines are too long.
3. It has a dimension to a hidden line.
4. The dimensions are on the part.
Consider the soil profile below:
3m
Vary
18.3kN/m
Sand
Groundwater table
6m
-19.8kN/m²
4m
Clay
Sand
Calculate the effective stress at the location of the red star (4m inside clay layer) if the saturated unit weight of the clay is 21.8 kN/m^3
Note: give your answer in units of kPa
A sample of the clay layer in the previous problem is extracted from the location of the red star and tested in the lab.
Vertical strain, &, (%)
1
50
40
10
100
1000
Effective consolidation stress, σ (kPa)
Odometer testing yielded the following consolidation curve (red line):
Calculate the over-consolidation ratio of the clay sample. Use two decimal places.
Chapter 4 Solutions
EP WEBASSIGN FOR MOAVENI'S ENGINEERING
Ch. 4.2 - Prob. 1BYGCh. 4.2 - Prob. 2BYGCh. 4.3 - Prob. 1BYGCh. 4.3 - Prob. 2BYGCh. 4.3 - Prob. 3BYGCh. 4.5 - Prob. 1BYGCh. 4.5 - Prob. 2BYGCh. 4 - Prob. 1PCh. 4 - Prob. 2PCh. 4 - Prob. 3P
Ch. 4 - Prob. 4PCh. 4 - Prob. 14PCh. 4 - Prob. 15PCh. 4 - Prob. 16PCh. 4 - Prob. 17PCh. 4 - Prob. 18PCh. 4 - Prob. 19PCh. 4 - Prob. 20PCh. 4 - Present Example 6.1 in Chapter 6 using the format...Ch. 4 - Present Example 6.3 in Chapter 6 using the format...Ch. 4 - Present Example 7.1 in Chapter 7 using the format...Ch. 4 - Present Example 7.4 in Chapter 7 using the format...Ch. 4 - Prob. 25PCh. 4 - Present Example 8.4 in Chapter 8 using the format...Ch. 4 - Prob. 27PCh. 4 - Present Example 9.4 in Chapter 9 using the format...Ch. 4 - Prob. 29PCh. 4 - Prob. 30PCh. 4 - Prob. 31PCh. 4 - Prob. 32PCh. 4 - Prob. 33PCh. 4 - Prob. 34PCh. 4 - Prob. 35P
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