Subgrade

Subgrades are commonly compacted before the construction of a road, pavement or railway track. This is to ensure their ability to absorb the loads being transferred down from the upper layers, increasing the life and wear of the surface courses.

In pavement engineering, the stiffness and elastic response of subgrade soils under repeated traffic loading is commonly quantified using the resilient modulus (Mr). The resilient modulus represents the ratio of applied cyclic stress to recoverable strain and provides a mechanistic measure of soil elasticity under dynamic loads. Non‑destructive testing methods such as lightweight deflectometer (LWD) testing provide in situ estimates of dynamic soil stiffness, including parameters related to resilient modulus. Research has shown that repeated LWD testing, combined with predictive models, can be used to predict resilient modulus behavior in the field without extensive laboratory repeated load triaxial tests, allowing for quicker evaluation of soil performance in the field.