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Standard penetration tests were carried out in normally consolidated fine sands data were collected, with average unit weights assumed for the entire depth. Determine the (N)60 values using the cor- rection factors proposed by (a) Liao and Whitman (1986) and (b) Skempton (1986). different locations. The following Average unit weight (kN/m³) Depth (m) 3.5 18.0 12 8.8 18.0 8 12.4 18.5 15 18.5 18.5 19 23.6 19.0 21 16.9 19.0 26

Standard penetration tests were carried out in normally consolidated fine sands data were collected, with average unit weights assumed for the entire depth. Determine the (N)60 values using the cor- rection factors proposed by (a) Liao and Whitman (1986) and (b) Skempton (1986). different locations. The following Average unit weight (kN/m³) Depth (m) 3.5 18.0 12 8.8 18.0 8 12.4 18.5 15 18.5 18.5 19 23.6 19.0 21 16.9 19.0 26

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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Standard penetration tests were carried out in normally consolidated fine sands data were collected, with average unit weights assumed for the entire depth. Determine the (N)60 values using the cor- rection factors proposed by (a) Liao and Whitman (1986) and (b) Skempton (1986). different locations. The following Average unit weight (kN/m³) Depth (m) 3.5 18.0 12 8.8 18.0 8 12.4 18.5 15 18.5 18.5 19 23.6 19.0 21 16.9 19.0 26
Transcribed Image Text:Standard penetration tests were carried out in normally consolidated fine sands data were collected, with average unit weights assumed for the entire depth. Determine the (N)60 values using the cor- rection factors proposed by (a) Liao and Whitman (1986) and (b) Skempton (1986). different locations. The following Average unit weight (kN/m³) Depth (m) 3.5 18.0 12 8.8 18.0 8 12.4 18.5 15 18.5 18.5 19 23.6 19.0 21 16.9 19.0 26
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