Open AccessThe effect of model scale, acceleration history, and soil condition on closed-ended pipe pile response under coupled static-dynamic loads
Author(s) -
Duaa Al-Jeznawi,
Ismacahyadi Bagus Mohamed Jais,
Bushra S. Albusoda
Publication year - 2022
Publication title -
international journal of applied science and engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.171
H-Index - 4
eISSN - 1727-7841
pISSN - 1727-2394
DOI - 10.6703/ijase.202206_19(2).007
Subject(s) - pile , earthquake shaking table , geotechnical engineering , bending moment , acceleration , liquefaction , displacement (psychology) , scaling , scale model , structural engineering , scale factor (cosmology) , engineering , geology , mathematics , geometry , psychology , physics , cosmology , classical mechanics , quantum mechanics , metric expansion of space , dark energy , psychotherapist , aerospace engineering