Q. Over-consolidation of soils is caused due to

View solution

Q. Darcy's law is applicable to seepage if a soil is

View solution

Q. Depending upon the properties of a material, the failure envelope may

View solution

Q. Si particles

View solution

Q. Flow net is used for the determination of

View solution

Q. If the back fill is having a uniform surcharge of intensity q per unit area, the lateral pressure will be

View solution

Q. Pick up the correct statement from the following:

View solution

Q. Pick up the correct statement applicable to plate load test

View solution

Q. Terzaghi's analysis assumes :

View solution

Q. A soil sample has passing 0.075 mm sieve = 60% liquid limit = 65% and plastic limit = 40%. The group index of the soil, is

View solution

Q. The plasticity index is the numerical difference between

View solution

Q. The coefficient of curvature for a well graded soil, must be between

View solution

Q. A moist soil sample weighing 108 g has a volume of 60 cc. If water content is 25% and value of G = 2.52, the void ratio is

View solution

Q. The shear resistance of a soil is con-tituted basically of the following component.

View solution

Q. Plasticity index is defined as the range of water content between

View solution

Q. The minimum depth of building foundations on

View solution

Q. The ratio of the undrained strength in the undrained state to the undrained strength, at the same water content, in the remoulded state, is called the sensivity of the clay. Its value for quick clays is

View solution

Q. The total weight of a pycnometer with water and oven dried soil 20 (g) is 1600 g. The pycnometer filled with water alone weighs 1500 g. The specific gravity of the soil, is

View solution

Q. The consolidation time for soils

View solution

Q. According to IS : 2720 - 1965, the composition of a dispersing solution used in pipette analysis for determining the size of particles, is

View solution