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 reinforced concrete beam section of 350 mm width and 600 mm depth. The beam is reinforced with the tension steel of 800 mm\(^2\) area at an effective cover of 40 mm. Consider M20 concrete and Fe415 steel. Let the stress block considered for concrete in IS 456:2000 be replaced by an equivalent rectangular stress block, with no change in (a) the area of the stress block, (b) the design strength of concrete (at the strain of 0.0035), and (c) the location of neutral axis at flexural collapse.
The ultimate moment of resistance of the beam (in kN.m) is ___________ (round off to the nearest integer).
Two soils of permeabilities \( k_1 \) and \( k_2 \) are placed in a horizontal flow apparatus, as shown in the figure. For Soil 1, \( L_1 = 50 \, {cm} \), and \( k_1 = 0.055 \, {cm/s} \); for Soil 2, \( L_2 = 30 \, {cm} \), and \( k_2 = 0.035 \, {cm/s} \). The cross-sectional area of the horizontal pipe is 100 cm², and the head difference (\( \Delta h \)) is 150 cm. The discharge (in cm³/s) through the soils is ........ (rounded off to 2 decimal places).

The most suitable test for measuring the permeability of clayey soils in the laboratory is ___________.
Consider the beam ACDEB given in the figure. Which of the following statements is/are correct:
