The following results are obtained from standard compaction test for a soil, if Gs = 2.5 Water Content (%) 6.2 8.1 9.8 11.5 12.3 13.2 Unit weight (kN/m3) 16.9 18.7 19.5 20.5 20.4 20.1 Required: 1- The optimum water content (Wc %) 2- The maximum dry unit weight ( dry ) 3- The void ratio (e) 4- Degree of saturation (S %) 5- Find the weight of water needed to be added to 1 m3 to reach 100% saturation.
The following results are obtained from standard compaction test for a soil, if Gs = 2.5 Water Content (%) 6.2 8.1 9.8 11.5 12.3 13.2 Unit weight (kN/m3) 16.9 18.7 19.5 20.5 20.4 20.1 Required: 1- The optimum water content (Wc %) 2- The maximum dry unit weight ( dry ) 3- The void ratio (e) 4- Degree of saturation (S %) 5- Find the weight of water needed to be added to 1 m3 to reach 100% saturation.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The following results are obtained from standard compaction test for a soil, if Gs = 2.5
Water Content (%) |
6.2 |
8.1 |
9.8 |
11.5 |
12.3 |
13.2 |
Unit weight (kN/m3) |
16.9 |
18.7 |
19.5 |
20.5 |
20.4 |
20.1 |
Required:
1- The optimum water content (Wc %)
2- The maximum dry unit weight ( dry )
3- The void ratio (e)
4- Degree of saturation (S %)
5- Find the weight of water needed to be added to 1 m3 to reach 100% saturation.
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