Abstract
The dynamic behavior of a single pile was investigated by using analytical and numerical studies. The focus of this study was to develop the dynamic p-y curve of a pile for pseudo-static analysis considering the shear wave velocity of the soil by using three-dimensional numerical analyses. Numerical analyses were conducted for a single pile in dry sand under changing conditions such as the shear wave velocity of the soil and the acceleration amplitudes. The proposed dynamic p-y curve is a shape of hyperbolic function that was developed to take into account the influence of the shear wave velocity of soil. The applicability of pseudo-static analysis using the proposed dynamic p-y curve shows good agreement with the general trends observed by dynamic analysis. Therefore, the proposed dynamic p-y curve represents practical improvements for the seismic design of piles.
| Original language | English |
|---|---|
| Pages (from-to) | 353-361 |
| Number of pages | 9 |
| Journal | Earthquake and Structures |
| Volume | 23 |
| Issue number | 4 |
| DOIs | |
| Publication status | Published - 2022 |
Bibliographical note
Funding Information:This work was supported by the Basic Science Research
Publisher Copyright:
© 2022 Techno-Press, Ltd.
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering