Numerical Analysis of the End-Suspended Pile and the Rock-Socketed Pile Bearing Capacity of a Soil-Rock Composite Foundation Pit

<div>The stress nephogram of the end-suspended pile: (a) shear stress nephogram in the ultimate limit state and (b) normal stress nephogram in <i>Z</i> direction in the ultimate limit state.</div>

Advances in Civil Engineering

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Figure 5

Figure 5: Numerical Analysis of the End-Suspended Pile and the Rock-Socketed Pile Bearing Capacity of a Soil-Rock Composite Foundation Pit 