This paper reports the results of 3D numerical pushover analyses of laterally loaded pile groups. The effects of pile structural models, soil strengths, and foundations systems are evaluated. Single piles, single pile groups, and multi pile groups are considered in the analyses. The main objective of this paper is to examine important parameters to be considered further. The findings include the overestimation of pile-soil interactions (lower efficiency factors), as well as the highly complex pile internal forces warranting a further examination in the context of high seismic demands in Indonesia.
|IOP Conference Series: Materials Science and Engineering
|Published - 3 Nov 2020
|4th International Conference on Civil Engineering Research, ICCER 2020 - Surabaya, Indonesia
Duration: 22 Jul 2020 → 23 Jul 2020