In a deposit of normally consolidated dry sand, a cone penetration test was conducted. Following are the results: Depth (m) Point resistance of cone, q. (MN/m²) 1.5 2.06 3.0 4.23 4.5 6.01 6.0 8.18 7.5 9.97 9.0 12.42 Assuming the dry unit weight of sand to be 16 kN/m², estimate the average peak friction angle, ø', of the sand. Use Eq. (3.53). 1 Pa D, = 0.5 305Q.OCR!8 Pa
In a deposit of normally consolidated dry sand, a cone penetration test was conducted. Following are the results: Depth (m) Point resistance of cone, q. (MN/m²) 1.5 2.06 3.0 4.23 4.5 6.01 6.0 8.18 7.5 9.97 9.0 12.42 Assuming the dry unit weight of sand to be 16 kN/m², estimate the average peak friction angle, ø', of the sand. Use Eq. (3.53). 1 Pa D, = 0.5 305Q.OCR!8 Pa
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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Refer to Problem 3.19. Using Eq. (3.51), determine the variation of the relative density with depth. Use Qc = 1.
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