Q. Dynamic formulae are best suited for _________ type of soil.

View solution

Q. Dynamic formula does not indicate about _________

View solution

Q. The dynamic formula is valueless for which of the following type of soil?

View solution

Q. In dynamic formulae what are the energy losses, that is not accounted?

View solution

Q. The greater objection to any of the pile driving formulae is _________

View solution

Q. The static formula is based on the assumption that the ultimate bearing capacity Qup is equal to ___________

View solution

Q. The pile load test should be performed on __________

View solution

Q. A Factor of safety that should be adopted for finding an allowable load for a pile is _________

View solution

Q. For pile in cohesive soil __________ is neglected for individual pile action.

View solution

Q. The allowable load for the pile is given by __________ equation.

View solution

Q. The separation of Q at any stage of loading into Rp and Rf in cyclic test is based on experimental value found out by________

View solution

Q. The test which can be used for separating load carried by the pile is _________

View solution

Q. The result of Dutch cone penetration test can be applied to determine _________

View solution

Q. The elastic compression Δ L of a pile can be calculated by the expression based on ___________

View solution

Q. The efficiency of pile group depends upon __________

View solution

Q. Which of the following formulae can be used for determining the efficiency of pile group?

View solution

Q. In which of the following rule, the value of each pile is reduced by one-sixteenth?

View solution

Q. The bearing capacity of a single pile in clay is mainly due to _________

View solution

Q. The downward drag acting on a pile due to the movement of the surrounding is called ________

View solution

Q. The area of the pile group along the failure surface is equal to __________

View solution