Research Article
Seismic Response and Nonlinear Mechanical Characteristics of Bridge Pile Foundation in Yushu Permafrost Area
Table 1
Simulation materials and seismic wave loading mode.
| | Pile material | Soil material | Loading mode |
| | Pile material | Fine sand | Vertical static cutting (P wave) + cyclic dynamic load (L wave) | | Pile foundation 1 | Fine sand | Lateral static cutting (S wave) | | Pile foundation 2 | Silty clay | Vertical static load (P wave) | | Pile foundation 3 | Barite powder | Vertical static load (P wave) | | Pile foundation 4 | Silt | Vertical static load (P wave) | | Pile foundation 5 | Medium sand | Vertical static cutting (P wave) | | Pile foundation 6 | Fine sand | Vertical static load (P wave) | | Pile foundation 7 | Fine sand | Cyclic dynamic load (L wave) |
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