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 9.2P
(a)
To determine
Plot the
(b)
To determine
Calculate the preconsolidation pressure.
(c)
To determine
Calculate the compression index.
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Consider the upward flow of water through a layer of sand in a tank as shown in Figure QI(c), For the sand, the following are given: void ratio (e) = 0.52 and specific gravity of solid = 2.67. Determine:
(i) Total stress, pore water pressure and effective stress at points A and B
(ii) The upward seepage force per unit volume of soil.
Question-2:
A soil profile is shown in Figure 2.1. Calculate and plot the variation of total vertical stress, pore pressure and effective vertical stress with depth.
A circular foundation 2m in diameter is shown in the figure below. A normally
consolidated clay layer 5m thick is located below the foundation. Determine the consolidation
settlement of the clay. method 2:1
As one layer of clay of 5m thick:
Divide the clay layer into (5) sub-layers each of 1m thick:Calculation of increase of stress below the center of each sub-layer Δσ ⃘(i):
Weighted average pressure increase (Simpson's rule):
"note in the picture solve the question but please solve in method 2:1"
"please resolve the question but using method 2:1"
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
- Consider a clay layer with a thickness of 36 meters and a Ccɛ = 0.2 and a Crɛ = 0.02. A circular tank 20 meters in diameter transfers a surface stress of qo = 225 kPa. The clay is divided into 12 sublayers of equal thickness. The initial effective stress σ'vo, preconsolidation pressure σ'p, and stress caused by the circular tank Δσv are given by the provided equations. In these equations, z is the depth in meters; r is the radius of the loaded area; and σ'vo, σ'p, and Δσv are in kPa. Calculate the contribution to the total consolidation settlement of the sublayers with midlayer depth of 7.5 meters and 28.5 meters.arrow_forwardExperimental data for clay specimen obtained initial values of e1 = 1.12 and P1 = 90 kPa, and final values of e2 = 0.90 and P2 = 460 kPa Solve for the compression indexarrow_forwardA soil profile consisting of three layers is shown in Table and Figure below i. Calculate the values of σ, u and σʹ at points A, B, C, and D. ii. Calculate the effective stress at c when water table drops by 1 m (consider γb= 15.5 for layer 2). iii. Calculate the effective stress at c when water table rises by 1 m above layer 1 due to flooding. (consider γsat= 16.5 for layer 1). Layer no. Thickness Soil parameters 1 H1 = 3.5 m γd = 15.5 kN/m3 2 H2 = 2.5 m γsat = 18 kN/m3 3 H3 = 3 m γsat = 18.5 kN/m3arrow_forward
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