Structural Analysis of Backfill Highway Subgrade on the Lower Bearing Capacity Foundation Using the Finite Element Method

<div>FEM meshes for the five types of slopes. (a) Slope = 1 : 1. (b) Slope = 1 : 1.25. (c) Slope = 1 : 1.5. (d) Slope = 1 : 1.75. (e) Slope = 1 : 2.</div>

Advances in Civil Engineering

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Figure 3

Figure 3: Structural Analysis of Backfill Highway Subgrade on the Lower Bearing Capacity Foundation Using the Finite Element Method 