A major difference between the direct shear test and the triaxial shear test is:

A normally consolidated undisturbed clay has a liquid limit of 58%. What is the compression index (Cc) of this clay?

Which of the following assumptions regarding Laplace equation for two-dimensional flow through soil is NOT valid?

Identify the correct mathematical relationship between porosity (η) and void ratio (e) of a soil mass.

If the liquidity index (IL) of a soil sample is less than zero (IL < 0), the soil is in a semi-solid/solid state and is likely to behave as a:

A rectangular area of length 'L' and width 'B' is uniformly loaded with load intensity 'q' at the ground surface. The vertical stress at depth 'z' using the 2 : 1 method of load distribution is given by:

A layer of clay 3 m thick is subjected to loading of 0.6 kg/cm2. One year after loading, the average consolidation is 50%. The layer has single drainage. Find the coefficient of consolidation.

Which of the following soils is impervious (when compacted), has poor shearing strength (when compacted and saturated), high compressibility (when compacted and saturated), and poor workability as a construction material? (Classify as per Indian Standard Classification System)

The coefficient of passive earth pressure (Kp) is ________.