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The blow counts for an SPT test at a depth of 6 m in a coarse-grained soil at every 0.152 m are 10, 10 and 10. A donut automatic trip hammer and a standard sampler were used in a borehole 152 mm in diameter. The SPT N value is: O 1.8 O 2.20 O 3. 10 O 4.5

The blow counts for an SPT test at a depth of 6 m in a coarse-grained soil at every 0.152 m are 10, 10 and 10. A donut automatic trip hammer and a standard sampler were used in a borehole 152 mm in diameter. The SPT N value is: O 1.8 O 2.20 O 3. 10 O 4.5

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The blow counts for an SPT test at a depth of 6 m in a coarse-grained soil at every 0.152 m are 10, 10 and 10. A donut automatic trip hammer and a standard sampler were used in a borehole 152 mm in diamneter. The SPT N value is: O 1.8 O 2.20 O 3. 10 O 4.5 QUESTION 14 In Bernoulli's equation the Velocity Head (velocity) can be ignored because O 1. Too large. O 2. To small. O 3. Not important. O 4. Answer 1 and 3.
Transcribed Image Text:The blow counts for an SPT test at a depth of 6 m in a coarse-grained soil at every 0.152 m are 10, 10 and 10. A donut automatic trip hammer and a standard sampler were used in a borehole 152 mm in diamneter. The SPT N value is: O 1.8 O 2.20 O 3. 10 O 4.5 QUESTION 14 In Bernoulli's equation the Velocity Head (velocity) can be ignored because O 1. Too large. O 2. To small. O 3. Not important. O 4. Answer 1 and 3.
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