This is not graded question. Plz, solve what you have been asked in this question. Geotechnical Engineering-2 In an oedometer test on a specimen of saturated clay (G, = 2.72) the appliedpressure was increased from 107 to 214 kN/m² and the following compressionreadings recorded:Time (min)0 # 1I246916Gauge (mm)7.827.427.327.216.996.786.616.49 6.37Time (min)25 364964811003001440Gauge (mm) 6.29 6.246.216.18 6.16 6.15 6.10 6.02After 1440 min the thickness of the specimen was 15.30 mm and the water con-tent was 23.2%. Determine the values of the coefficient of consolidation and thecompression ratios from (a) the root time plot and (b) the log time plot.Determine also the values of the coefficient of volume compressibility and thecoefficient of permeability.

Given- A result from odometer test on specimen of saturated clay, the applied pressure is increased…

After 1440 min the thickness of the specimen was 15.30 mm and the water con- tent was 23.2%. Determine the values of the coefficient of consolidation and the compression ratios from (a) the root time plot and (b) the log time plot. Determine also the values of the coefficient of volume compressibility and the coefficient of permeability.

After 1440 min the thickness of the specimen was 15.30 mm and the water con- tent was 23.2%. Determine the values of the coefficient of consolidation and the compression ratios from (a) the root time plot and (b) the log time plot. Determine also the values of the coefficient of volume compressibility and the coefficient of permeability.

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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Question

This is not graded question.

Plz, solve what you have been asked in this question.

Geotechnical Engineering-2

In an oedometer test on a specimen of saturated clay (G, = 2.72) the applied
pressure was increased from 107 to 214 kN/m² and the following compression
readings recorded:
Time (min)
0 # 1
I
2
4
6
9
16
Gauge (mm)
7.82
7.42
7.32
7.21
6.99
6.78
6.61
6.49 6.37
Time (min)
25 36
49
64
81
100
300
1440
Gauge (mm) 6.29 6.24
6.21
6.18 6.16 6.15 6.10 6.02
After 1440 min the thickness of the specimen was 15.30 mm and the water con-
tent was 23.2%. Determine the values of the coefficient of consolidation and the
compression ratios from (a) the root time plot and (b) the log time plot.
Determine also the values of the coefficient of volume compressibility and the
coefficient of permeability.

Study of soil under various loading conditions for different structures. The stability of slopes, foundation planning and designing, shear and bearing capacity of soil are common areas of geotechnical engineering.

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