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Not interested in the calculations, just want to see the graph so please display that for me instead of the e calculations. 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. (Please draw graph possible) Also Determine the compression index and expansion index using graph

Not interested in the calculations, just want to see the graph so please display that for me instead of the e calculations. 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. (Please draw graph possible) Also Determine the compression index and expansion index using graph

Structural Analysis
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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Not interested in the calculations, just want to see the graph so please display that for me instead of the e calculations.

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. (Please draw graph possible)

Also Determine the compression index and expansion index using 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.
Transcribed Image Text: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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