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. 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

Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter3: Natural Soil Deposits And Subsoil Exploration
Section: Chapter Questions
Problem 3.26P
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. 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
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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