Difficulty: Easy
Correct Answer: Flexible plate
Explanation:
Introduction / Context:
Pavement evaluation often uses the plate bearing test to approximate how real wheel loads affect the subgrade. Conceptually, two limiting load-distribution behaviors are used: a rigid plate, which maintains plane sections and spreads load strongly toward the edges, and a flexible plate, which conforms to the support and tends to apply a more uniform contact pressure. When a pneumatic tyre is used, its deformable carcass and air inflation produce behavior closer to a flexible plate than to a rigid plate.
Given Data / Assumptions:
Concept / Approach:
A rigid plate forces the foundation to deflect as a near-plane surface; stresses concentrate toward the plate edges. A flexible plate deforms to follow the supporting medium more closely and tends to deliver a relatively uniform pressure distribution over the contact area. An inflated tyre behaves like a compliant membrane on a cushion of compressed air, distributing load more evenly and accommodating local subgrade deformations; this is the hallmark of a flexible plate idealization.
Step-by-Step Solution:
Verification / Alternative check:
Deflection bowls under FWD (falling weight deflectometer) or tyre loads resemble flexible-plate solutions, whereas rigid plate tests show different edge-to-center deflection ratios and stress patterns.
Why Other Options Are Wrong:
Common Pitfalls:
Assuming all load plates behave rigidly; overlooking tyre pressure effects on contact stress uniformity and shape.
Final Answer:
Flexible plate
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