Note) For soil sample in Table 2, initial thickness of sample = 14.31 mm, sample area = 2827.433 mm^2, dry weight measured at the end of test = 52.53 g, specific gravity = 2.7Also, Determine the compression index and expansion indexPlease show graph Table 2 Result of consolidation test (for stress and deformation)Stress (kPa)AH (mm)Stress (kPa)AH (mm)1.10.0001000-2.70715-0.3251500-3.09160-0.8742000-3.332125-1.2253000-3.703250-1.621125-3.5367500-2.0971-3.3605Calculate void ratio using Table 2 data and draw the e-log o' curve.

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Determine the compression index and expansion index Please show graph

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter9: Consolidation

Section: Chapter Questions

Problem 9.3P

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Weight-Volume relationships

Weight is defined as the quantity of matter contained in a body. Weight can also be defined as the force acting on a body due to gravity. Mathematically, weight can be defined as-

Question

Note) For soil sample in Table 2, initial thickness of sample = 14.31 mm, sample area = 2827.433 mm^2, dry weight measured at the end of test = 52.53 g, specific gravity = 2.7

Also, Determine the compression index and expansion index

Please show graph

Table 2 Result of consolidation test (for stress and deformation)
Stress (kPa)
AH (mm)
Stress (kPa)
AH (mm)
1.1
0.000
1000
-2.707
15
-0.325
1500
-3.091
60
-0.874
2000
-3.332
125
-1.225
3000
-3.703
250
-1.621
125
-3.5367
500
-2.097
1
-3.3605
Calculate void ratio using Table 2 data and draw the e-log o' curve.

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