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A static cone penetration test was conducted in a deposit of normally consolidated and moderately compressible dry sand. The test results were as given below: Depth (m): 1.50 3.00 4.50 6.00 7.50 9.00 Point resistance q. (MN/m³): 2.05 4.23 6.01 8.18 9.97 12.42 Assume the dry unit weight of the sand deposit = 16 kN/m³. Estimate its average peak friction angle Ø' and relative density D,.

A static cone penetration test was conducted in a deposit of normally consolidated and moderately compressible dry sand. The test results were as given below: Depth (m): 1.50 3.00 4.50 6.00 7.50 9.00 Point resistance q. (MN/m³): 2.05 4.23 6.01 8.18 9.97 12.42 Assume the dry unit weight of the sand deposit = 16 kN/m³. Estimate its average peak friction angle Ø' and relative density D,.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A static cone penetration test was conducted in a deposit of normally consolidated and moderately compressible dry sand. The test results were as given below: Depth (m): 1.50 3.00 4.50 6.00 7.50 9.00 Point resistance q. (MN/m³): 2.05 4.23 6.01 8.18 9.97 12.42 Assume the dry unit weight of the sand deposit = 16 kN/m³. Estimate its average peak friction angle Ø' and relative density D,.
Transcribed Image Text:A static cone penetration test was conducted in a deposit of normally consolidated and moderately compressible dry sand. The test results were as given below: Depth (m): 1.50 3.00 4.50 6.00 7.50 9.00 Point resistance q. (MN/m³): 2.05 4.23 6.01 8.18 9.97 12.42 Assume the dry unit weight of the sand deposit = 16 kN/m³. Estimate its average peak friction angle Ø' and relative density D,.
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