An investigation of the influence of near-fault ground motion parameters on the pile’s response in liquefiable soil

• DOI: 10.1007/s11803-018-0472-7
• Publication Date: 2018-10-13T06:08:00Z
• Authors: Shuqing Hui; Liang Tang; Xiaoyu Zhang; Youqing Wang; Xianzhang Ling; Bowen Xu
• Keywords: Centrifuge; Foundation (evidence); Soil liquefaction

The performance of a soil-pile system can be significantly influenced by ground motion parameters. However, few research efforts have been performed to provide a complete description of the influence of key ground motion parameters on the pile’s behavior in liquefiable soil. In this study, a three-dimensional finite element (FE) model, incorporating a multisurface plasticity solid-fluid fully coupled formulation soil constitutive model, is developed and calibrated based on centrifuge test data. Seventy-two near-fault non-pulse-like (NF-NP) and seventy-two near-fault pulse-like (NF-P) ground motion records are studied with the calibrated FE model to distinguish the effects of several common ground motion parameters soon afterwards. Base on the parametric study results, a simple index, RPGV/PGA (i.e., the ratio of peak ground velocity (PGV) to peak ground acceleration (PGA)), shows its capability on characterizing the pile behavior under both NF-NP and NF-P ground motions. Furthermore, two equations are developed to characterize the relationships between the RPGV/PGA as well as the maximum pile’s moments and displacements. In general, this study can be helpful to gain new insights on the influence of typical index parameters for near-field ground motions on the response of the pile foundation in liquefiable soil.