Model Test Research on the End Bearing Behavior of the Large-Diameter Cast-in-Place Concrete Pile for Jointed Rock Mass

Figure 3

The displacement distributions of single-jointed rock mass with different dip angles.

(a) No joints

(b) 0°

(c) 10°

(d) 30°

(e) 45°

(f) 60°

(g) 75°

(h) 90°