Q. To find pre-consolidation pressure __________ relationship in graph is plotted.

View solution

Q. In determination of pre-consolidation pressure ___________ point of virgin curve is selected.

View solution

Q. The theoretical concept of consolidation process was developed by _____________

View solution

Q. In Terzaghi’s Theory of one dimensional consolidation, soil is considered to be __________

View solution

Q. In Terzaghi’s Theory of one dimensional consolidation, deformation of soil is entirely due to _________________

View solution

Q. In Terzaghi’s Theory of one dimensional consolidation, soil particles are ____________ and water is ______________

View solution

Q. In Terzaghi’s Theory of one dimensional consolidation, Darcy’s law is _______

View solution

Q. In Terzaghi’s Theory of one dimensional consolidation, coefficient of permeability is ______

View solution

Q. At intermediate time t, the consolidating pressure is equal to ___________

View solution

Q. The distribution of excess hydrostatic pressure is represented by ___________

View solution

Q. The isochrones represents ___________

View solution

Q. The slope of isochrones at any point indicates ___________

View solution

Q. A number of isochrones can be drawn for water levels in piezometric tubes at the same time t.

View solution

Q. At time t, the hydraulic head corresponding to excess hydrostatic pressure is __________

View solution

Q. The hydraulic gradient i is given by _________

View solution

Q. The rate of change of velocity along the depth of layer is ___________

View solution

Q. Decrease in the volume of the soil is equal to _________

View solution

Q. The decrease in volume is given by the equation ___________

View solution

Q. The change of volume per unit time is __________

View solution

Q. The partial differentiation of velocity of water in soil element with respect to depth z in terms of coefficient of volume change is given by ____________

View solution