Critical State Line 09 0.8 0.7 0.6 Void Ratio 0.5 04 0.3 0.2 0.1 1 10 100 0' (kPa) For Point A: a) If the specimen is sh

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Critical State Line 09 0 8 0 7 0 6 Void Ratio 0 5 04 0 3 0 2 0 1 1 10 100 0 Kpa For Point A A If The Specimen Is Sh 1 (89.95 KiB) Viewed 35 times

Critical State Line 09 0.8 0.7 0.6 Void Ratio 0.5 04 0.3 0.2 0.1 1 10 100 0' (kPa) For Point A: a) If the specimen is sheared drained, will it DILATE or CONTRACT (circle one) b) If the specimen is sheared drained, what is its final void ratio? c) If the specimen is sheared undrained, what is its final effective stress? kPa d) What is its state parameter, w I For Point B: a) If the specimen is sheared drained, will it DILATE OR CONTRACT (circle one) b) If the specimen is sheared drained, what is its final void ratio? c) If the specimen is sheared undrained, what is its final effective stress? kPa d) What is its state parameter,