Nonlinear dynamic analysis of Meloland Road Overpass using three-dimensional continuum modeling approach
Author:
Publisher
Elsevier BV
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference35 articles.
1. Validated simulation models for lateral response of bridge abutments with typical backfills;Shamsabadi;J Bridge Eng ASCE,2010
2. Numerical modeling and simulation of pile in liquefiable soil;Cheng;J Soil Dyn Earthq Eng,2009
3. Applicability of conventional p–y relations to the analysis of piles in laterally spreading soil;McGann;J Geotech Geoenviron Eng ASCE,2011
4. Observed seismic lateral resistance of liquefying sand;Wilson;J Geotech Geoenviron Eng ASCE,2000
5. Pile response to lateral spreads;Abdoun;J Geotech Geoenviron Eng ASCE,2003
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