7. If the numbers of blows required for the penetration of a split-spoon sampler into the soil deposit for three 152.4-mm consecutive intervals are 8, 12 and 10, the standard penetration number (N) will be (a) 18. (b) 20. (c) 22. (d) 30. 8. Which of the following field tests does not require a borehole? (a) Cone penetration test (CPT) (b) Standard penetration test (SPT) (c) Pressuremeter test (PMT) (d) All of the above 9. After completion of the boring in a highly permeable soil deposit, the level of water in the borehole generally stabilizes in (a) 1 h. (b) 24 h. (c) 1 week. (d) more than ene week,

7. If the numbers of blows required for the penetration of a split-spoon sampler into the soil deposit for three 152.4-mm consecutive intervals are 8, 12 and 10, the standard penetration number (N) will be (a) 18. (b) 20. (c) 22. (d) 30. 8. Which of the following field tests does not require a borehole? (a) Cone penetration test (CPT) (b) Standard penetration test (SPT) (c) Pressuremeter test (PMT) (d) All of the above 9. After completion of the boring in a highly permeable soil deposit, the level of water in the borehole generally stabilizes in (a) 1 h. (b) 24 h. (c) 1 week. (d) more than ene week,

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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