. A standard penetration test was conducted at 6 m depth below the ground surface and the recorded number of blows is given below. Penetration depth (cm) No. of blows 0-15 15- 30 30 - 45 9 14 16 The water table is at ground level and the soil is silt. If the correction factor for overburden pressure is 1.1, the final corrected N value of the soil is
. A standard penetration test was conducted at 6 m depth below the ground surface and the recorded number of blows is given below. Penetration depth (cm) No. of blows 0-15 15- 30 30 - 45 9 14 16 The water table is at ground level and the soil is silt. If the correction factor for overburden pressure is 1.1, the final corrected N value of the soil is
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![. A standard penetration test was conducted at
6 m depth below the ground surface and the
recorded number of blows is given below.
Penetration depth (cm)
No. of
blows
0 - 15
15 - 30
30 – 45
9
14
16
The water table is at ground level and the
soil is silt. If the correction factor for
overburden pressure is 1.1, the final
corrected N value of the soil is](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa7f8e289-f977-4248-a2a8-6af3248220d6%2F0b2df31d-eab5-483c-9f5e-c62371ed1f58%2Fkbxxiok_processed.jpeg&w=3840&q=75)
Transcribed Image Text:. A standard penetration test was conducted at
6 m depth below the ground surface and the
recorded number of blows is given below.
Penetration depth (cm)
No. of
blows
0 - 15
15 - 30
30 – 45
9
14
16
The water table is at ground level and the
soil is silt. If the correction factor for
overburden pressure is 1.1, the final
corrected N value of the soil is
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