Problem-2 Test conducted on a soil sample gave the following results: Number of blows 10 19 23 27 40 Water content (%) 60.0 45.2 39.8 36.5 25.2 Two determinations for the plastic limit gave water contents of 20.3% and 20.8%. Determine (a) the liquid limit and plastic limit, (b) the plasticity index, (c) the liquidity index if the natural water content is 27.4%, and (d) the void ratio at the liquid limit if Gs=2.7. (e) If the soil were to be loaded to failure, would you expect a brittle failure?
Problem-2 Test conducted on a soil sample gave the following results: Number of blows 10 19 23 27 40 Water content (%) 60.0 45.2 39.8 36.5 25.2 Two determinations for the plastic limit gave water contents of 20.3% and 20.8%. Determine (a) the liquid limit and plastic limit, (b) the plasticity index, (c) the liquidity index if the natural water content is 27.4%, and (d) the void ratio at the liquid limit if Gs=2.7. (e) If the soil were to be loaded to failure, would you expect a brittle failure?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Problem-2
Test conducted on a soil sample gave the following results:
Number of blows
10
19
23
27
40
Water content (%)
60.0
45.2
39.8
36.5
25.2
Two determinations for the plastic limit gave water contents of 20.3% and 20.8%.
Determine
(a) the liquid limit and plastic limit,
(b) the plasticity index,
(c) the liquidity index if the natural water content is 27.4%, and
(d) the void ratio at the liquid limit if Gs=2.7.
(e) If the soil were to be loaded to failure, would you expect a brittle failure?
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