Preliminary 3D numerical pushover analysis of laterally loaded pile groups

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Abstract

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.

Original languageEnglish
Article number012033
JournalIOP Conference Series: Materials Science and Engineering
Volume930
Issue number1
DOIs
Publication statusPublished - 3 Nov 2020
Event4th International Conference on Civil Engineering Research, ICCER 2020 - Surabaya, Indonesia
Duration: 22 Jul 202023 Jul 2020

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