1.

In cohesive soils the depth of tension crack (Zcr) is likely to be

A. <img src="/_files/images/civil-engineering/gate-exam-questions/902-176-1.png">
B. <img src="/_files/images/civil-engineering/gate-exam-questions/902-176-2.png">
C. <img src="/_files/images/civil-engineering/gate-exam-questions/902-176-3.png">
D. <img src="/_files/images/civil-engineering/gate-exam-questions/902-176-4.png">
Answer» C. <img src="/_files/images/civil-engineering/gate-exam-questions/902-176-3.png">


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