During the subsurface investigation for design of foundation, a standard penetration test was conducted at 4.5 m below the ground surface. The record of number of blows observed on the fine sand at that location is given as in table below. Penetration depth (cm) Number of blows 0-75 6 75-150 6 150-225 14 225-300 15 300-375 18 375-450 20 Assume water table is at a level of 1 m below ground level and correction factor for overburden pressure is 1.2. The correct N-value for the soil would be
During the subsurface investigation for design of foundation, a standard penetration test was conducted at 4.5 m below the ground surface. The record of number of blows observed on the fine sand at that location is given as in table below. Penetration depth (cm) Number of blows 0-75 6 75-150 6 150-225 14 225-300 15 300-375 18 375-450 20 Assume water table is at a level of 1 m below ground level and correction factor for overburden pressure is 1.2. The correct N-value for the soil would be
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 3.14P
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