The reason(s) of the nonuniform elastic settlement profile below a flexible footing, resting on a cohesionless soil while subjected to uniform loading, is/are:
Step 1: Recall settlement characteristics of flexible footing.
When a rigid footing is loaded, the settlement is uniform since the load distribution is rigid.
However, for a flexible footing, the settlement can vary along the width due to variations in subgrade stiffness.
Step 2: Effect of soil stiffness.
The elastic settlement depends on the modulus of subgrade reaction (soil stiffness).
If the stiffness varies along the width of the footing, the settlement will also be nonuniform even under uniform loading.
Step 3: Eliminate incorrect options.
- (A) Variation of friction angle along the width: Not a primary factor for elastic settlement under uniform load. ✘
- (C) Variation of friction angle with depth: This affects bearing capacity, not directly the nonuniform settlement pattern. ✘
- (D) Variation of stiffness with depth: Influences total magnitude of settlement, but not the nonuniform distribution along the width. ✘
Hence, the correct cause is (B).
\[
\boxed{\text{Nonuniform elastic settlement occurs due to variation of soil stiffness along the width of the footing.}}
\]
Consider a five-digit number PQRST that has distinct digits P, Q, R, S, and T, and satisfies the following conditions:
1. \( P<Q \)
2. \( S>P>T \)
3. \( R<T \)
If integers 1 through 5 are used to construct such a number, the value of P is:



