Investigating the Effect of the Rock-Socketed Depth of the Hinged Cable-Anchored Pile on the Earthquake Response Characteristics of Supporting Structures

<div>The schematic of the test models with different anchorage depths: (a) 0.05 m, (b) 0.1 m and (c) 0.15 m.</div>

Advances in Civil Engineering

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Figure 1

Figure 1: Investigating the Effect of the Rock-Socketed Depth of the Hinged Cable-Anchored Pile on the Earthquake Response Characteristics of Supporting Structures 

Figure 1 | Investigating the Effect of the Rock-Socketed Depth of the Hinged Cable-Anchored Pile on the Earthquake Response Characteristics of Supporting Structures 