b) Table Q2 provides the result of a standard penetration test in the sandy soil. The water table was not encountered during the test. Assume that the average unit weight of sand is 17.3 kN/m³ and use Skempton's relationship provided, determine the corrected standard penetration numbers, (N₁)eo at various depths given (CO1, PO2) (C3) 2 Skempton's equation : C = = 1+0.010! Table Q2 Depth (m) Neo 1.5 3.0 4.5 6.0 7.5 _4712419

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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b)
Table Q2 provides the result of a standard penetration test in the sandy soil. The water
table was not encountered during the test. Assume that the average unit weight of
sand is 17.3 kN/m³ and use Skempton's relationship provided, determine the corrected
standard penetration numbers, (N₁)eo at various depths given (CO1, PO2) (C3)
2
Skempton's equation: C = =
1+0.010!
Table Q2
Depth (m)
Noo
1.5
3.0
4.5
6.0
7.5
|4712419|
Transcribed Image Text:b) Table Q2 provides the result of a standard penetration test in the sandy soil. The water table was not encountered during the test. Assume that the average unit weight of sand is 17.3 kN/m³ and use Skempton's relationship provided, determine the corrected standard penetration numbers, (N₁)eo at various depths given (CO1, PO2) (C3) 2 Skempton's equation: C = = 1+0.010! Table Q2 Depth (m) Noo 1.5 3.0 4.5 6.0 7.5 |4712419|
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