Compute the immediate settlement 4H; using the Schmertmann formula using an average 4q value (qv1 = 233.3 kPa, qv2 = 163.3 kPa, qv3 = 77.0 kPa, q4=44.0 kPa and qv5 = 28.0). E, at point A is 20,400 kPa, D₁ B using ΔΗ = q B 0.5 and C = 1-v² E, C₂ = 1. Compare the results with an alternate method where = 0.3 and I, = 0.95.
Compute the immediate settlement 4H; using the Schmertmann formula using an average 4q value (qv1 = 233.3 kPa, qv2 = 163.3 kPa, qv3 = 77.0 kPa, q4=44.0 kPa and qv5 = 28.0). E, at point A is 20,400 kPa, D₁ B using ΔΗ = q B 0.5 and C = 1-v² E, C₂ = 1. Compare the results with an alternate method where = 0.3 and I, = 0.95.
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter10: Shear Strength Of Soil
Section: Chapter Questions
Problem 10.24CTP
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