Q. Terzaghi’s theory of consolidation is invalid for ________

View solution

Q. Secondary consolidation starts in the range of primary consolidation itself.

View solution

Q. Secondary compression proceeds linearly with ________

View solution

Q. Secondary consolidation may not constitute a substantial percentage of total settlement for __________

View solution

Q. The secondary consolidation is represented by __________

View solution

Q. For a soil at a given void ratio, the coefficient of compressibility _____________

View solution

Q. The three dimensional consolidation involves _____________

View solution

Q. The theory of the primary design of sand drains based upon the extension of Terzaghi’s basic work was largely developed by ___________

View solution

Q. In 1935, solved the differential equation of consolidation by radial flow to a well.

View solution

Q. ______________ also worked independently on the problem of sand drains and published his results in 1942.

View solution

Q. In three dimension consolidation equation soil is assumed to be ______________

View solution

Q. In three dimension consolidation equation soil is assumed to be ____________

View solution

Q. In three dimension consolidation equation, the pressure increment is ____________

View solution

Q. The transformation from Cartesian to plane coordinates in x-direction is given by ______

View solution

Q. The transformation from Cartesian to plane coordinates in y-direction is given by ______

View solution

Q. The transformation from Cartesian to plane coordinates in x-direction is given by ______

View solution

Q. In polar form the term, \(\frac{∂r}{∂x}\) is given by______

View solution

Q. In polar form the term, \(\frac{∂r}{∂y}\) is given by______

View solution

Q. In polar form the term, \(\frac{∂θ}{∂x}\) is given by______

View solution

Q. In polar form the term, \(\frac{∂θ}{∂y}\) is given by______

View solution