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

<div>Effects of cohesion and internal friction angle. (a) 25°-15 kPa. (b) 30°-15 kPa. (c) 25°-20 kPa. (d) 30°-20 kPa. (e) 25°-30 kPa. (f) 30°-30 kPa.</div>

Advances in Civil Engineering

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Figure 5

Figure 5: Structural Analysis of Backfill Highway Subgrade on the Lower Bearing Capacity Foundation Using the Finite Element Method 