Consolidation test was performed on a clay specimen and following results are obtained: Effective vertical 50 90 140 200

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Consolidation test was performed on a clay specimen and following results are obtained: Effective vertical 50 90 140 200

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Consolidation Test Was Performed On A Clay Specimen And Following Results Are Obtained Effective Vertical 50 90 140 200 1
Consolidation Test Was Performed On A Clay Specimen And Following Results Are Obtained Effective Vertical 50 90 140 200 1 (48.05 KiB) Viewed 29 times
Consolidation test was performed on a clay specimen and following results are obtained: Effective vertical 50 90 140 200 300 400 50 consolidation stress 20 (kPa) Void ratio 0.89 0.87 0.85 0.80 0.74 0.66 0.59 0.63 The field vertical effective stress of the depth from which the specimen was sampled is 50 kPa. From the test result, evaluate: (a) Maximum past pressure (o'p) (b) Overconsolidation ratio (OCR) (c) Compression index (cc) (d) Recompression index (Cr)
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