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

More Questions from GATE Exam Questions

• The parameters in Horton's infiltration equation are given as, fo = 7.62 cm/hour, fc = 1.34 cm/hour and k = 4.182/hour. For assumed continuous ponding the cumulative infiltration at the end of 2 hours is
• At the same mean velocity, the ratio of head loss per unit length for a sewer pipe flowing full to that for the same pipe flowing half full would be :
• The temporary hardness of water, is caused by:
• The expression for the specific speed of a pump :
• The modulus of rupture of concrete gives
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