For a clay layer in the field, the following are given:H = 7.5'Po = 0.7 ton/ft2Po + AP = 2.5 ton/ft?The relationship between e and P (log scale) for the clay is shown below. (5.625 “) e0 = 0.9213D.40.20.51.52.54.5Pressure, P (log scale), in ton/ft?Calculate the expected settlement due to primary consolidation.Void ratio, e

Given data in question Initial void ratio Depth Stress Overburden stress Graph on semi log scale To…

For a clay layer in the field, the following are given: H = 7.5' Po = 0.7 ton/ft2 Po + AP = 2.5 ton/ft? The relationship between e and P (log scale) for the clay is shown below. (5.625 “) e0 = 0.92 DE D.4 D.2 0.5 1.5 2.5 Pressure, P (log scale), in ton/ft Calculate the expected settlement due to primary consolidation. Void ratio, e

For a clay layer in the field, the following are given: H = 7.5' Po = 0.7 ton/ft2 Po + AP = 2.5 ton/ft? The relationship between e and P (log scale) for the clay is shown below. (5.625 “) e0 = 0.92 DE D.4 D.2 0.5 1.5 2.5 Pressure, P (log scale), in ton/ft Calculate the expected settlement due to primary consolidation. Void ratio, e

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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