Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN: 9781305635180
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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Question
Chapter 9, Problem 9.3P
(a)
To determine
Plot the
(b)
To determine
Calculate the preconsolidation pressure using Casagrande’s method.
(c)
To determine
Calculate the compression index.
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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?
Chapter 9 Solutions
Fundamentals of Geotechnical Engineering (MindTap Course List)
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Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Similar questions
- Refer to the soil profile shown in Figure P2.12. The clay is normally consolidated. A laboratory consolidation test on the clay gave the results: If the average effective stress on the clay layer increase by 50 kN/m2.a. What would be the total consolidation settlement?b. If Cv = 9.36 x 10-4 cm2/sec, how long will it take for half the consolidation settlement to take place?arrow_forwardA saturated clay specimen is subjected to a pressure of 240 kN/m2. After the lapse of a time, it is determined that the pore pressure in the specimen is 72 kN/m2. What is the degree of consolidation? Show free body diagram. a.75% b.60% c.70% d.65%arrow_forwardThe backfill material for a vibroflotation project has the following grain sizes: D10 = 0.11 mm, D20 = 0.19 mm, D50 = 1.3 mm. Determine the suitability number.arrow_forward
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