In a deposit of normally consolidated dry sand, a cone pen- etration test was conducted. Following are the results: Depth (m) 1.5 3.0 4.5 6.0 7.5 9.0 Point of resistance of cone, qe (MN/m²) 2.06 4.23 6.01 8.18 9.97 12.42 Assuming the dry unit weight of sand to be 16 kN/m³, estimate the average peak friction angle, d', of the sand. Use Eq. (3.56).
In a deposit of normally consolidated dry sand, a cone pen- etration test was conducted. Following are the results: Depth (m) 1.5 3.0 4.5 6.0 7.5 9.0 Point of resistance of cone, qe (MN/m²) 2.06 4.23 6.01 8.18 9.97 12.42 Assuming the dry unit weight of sand to be 16 kN/m³, estimate the average peak friction angle, d', of the sand. Use Eq. (3.56).
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter3: Natural Soil Deposits And Subsoil Exploration
Section: Chapter Questions
Problem 3.19P
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