Fundamentals of Geotechnical Engineering (MindTap Course List)
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN: 9781305635180
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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Chapter 9, Problem 9.3P

(a)

To determine

Plot the elogσ curve.

(b)

To determine

Calculate the preconsolidation pressure using Casagrande’s method.

(c)

To determine

Calculate the compression index.

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Students have asked these similar questions
A soil profile is shown in the figure. A uniformly distributed load of 50 KPa is applied at the ground surface. Due to primary consolidation, A. Calculate the settlement of the clay layer if it is normally consolidated. B. Calculate the settlement of the clay layer if the pre-consolidation pressure (Pc) is 190 KPa. C. Calculate the settlement of the clay layer if the pre-consolidation pressure (Pc) is 170 KPa.
A circular foundation 2m in diameter is shown in the figure below. A normallyconsolidated clay layer 5m thick is located below the foundation. Determine the consolidation settlement of the clay. 1- method 2:1 2- consolidation settlement Cc method
As part of a construction project, a 11 m thick layer of clay is to be loaded with a temporary 5 m thick sand layer. The figure below shows the water-table location, soil unit weights, and the compression curve properties for the clay. Assume the sand layer remains dry. a. Calculate the value of σ′v in the middle of the clay layer (at 5.5 m below the water table) before the sand layer is applied, and after consolidation is complete b. Based on your answer in part (a), and the compression curve characteristics, calculate the settlement that will occur under these conditions. c. How much will the clay layer heave when the 5 m sand layer is removed?
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