1. Song ST, Chai YH. Seismic Response and Design of Pile Foundations. Struct Eng and Geomech. https://www.eolss.net/Sample-Chapters/C05/E6-139-24.pdf. Assessed June 8, 2018.
2. Bowen H, Cubrinovski M, Jacka M. Psuedo-static analysis of piles in liquefied soils: a case study of a bridge foundation; 2007. https://ir.canterbury.ac.nz/bitstream/handle/10092/2041/12608175_BowenCubrinovski-Brisbane07-10ANZ.pdf;sequence=1. Assessed July 12, 2019.
3. Efficient Longitudinal Seismic Fragility Assessment of a Multispan Continuous Steel Bridge on Liquefiable Soils;Aygun;J Bridge Eng,2011
4. Effects of liquefiable soil and bridge modeling parameters on the seismic reliability of critical structural components;Padgett;Struct Infrastruct Eng,2013
5. Influence of Vertical Ground Motions on the Seismic Fragility Modeling of a Bridge-Soil-Foundation System;Wang;Earthq Spectra,2013