The coordinates of two points on the virgin compression line are as below : o₁ = 400 kPa, e₁ = 0.8; o₂ = 800 kPa, e₂ = 0.75 In the field, a 3 m thick normally consolidated layer of this soil subjected to construction load and the average effective vertical stress increased from 250 kPa to 450 kPa. Determine : (i) the compression index and initial void ratio of the clay layer, (ii) the consolidation settlement of the layer, and

The coordinates of two points on the virgin compression line are as below : o₁ = 400 kPa, e₁ = 0.8; o₂ = 800 kPa, e₂ = 0.75 In the field, a 3 m thick normally consolidated layer of this soil subjected to construction load and the average effective vertical stress increased from 250 kPa to 450 kPa. Determine : (i) the compression index and initial void ratio of the clay layer, (ii) the consolidation settlement of the layer, and

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter12: Shear Strength Of Soil

Section: Chapter Questions

Problem 12.20P

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