The following are the results of laboratory consolidation test conducted on clayey soil sample. Determine, graphically, the compression and recompression indices, Cc, Cr of this soil. Using Casagrande's method, determine graphically the preconsolidation pressure. 27 54 107 214 429 214 1.24 1.21 1.15 1.08 0.99 1.00

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Part #2
The following are the results of laboratory
consolidation test conducted on clayey soil
sample. Determine, graphically, the compression
and recompression indices, Cc, Cr of this soil.
Using Casagrande's method, determine graphically
the preconsolidation pressure.
Effective Stress (kPa) Void Ratio (%)
27
1.24
1.21
1.15
1.08
0.99
1.00
1.01
1.02
54
107
214
429
214
107
54
Transcribed Image Text:Part #2 The following are the results of laboratory consolidation test conducted on clayey soil sample. Determine, graphically, the compression and recompression indices, Cc, Cr of this soil. Using Casagrande's method, determine graphically the preconsolidation pressure. Effective Stress (kPa) Void Ratio (%) 27 1.24 1.21 1.15 1.08 0.99 1.00 1.01 1.02 54 107 214 429 214 107 54
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