Analysis for the effect of scour on pile lateral behavior in sand under combined loads considering additional stress and coupling effect of lateral-vertical load
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference38 articles.
1. Soil parameters for deformation analysis of sand masses;Byrne;Can. Geotech. J.,1987
2. Influence of scour depth and type on p-y curves for monopiles in sand under monotonic lateral loading in a geotechnical centrifuge;Chortis;Ocean Eng.,2020
3. Finite element analyses of retaining wall behavior;Clough;J. Soil Mech. Found. Eng.,1971
4. Computation method and bearing characteristics of lateral bearing single pile foundation under scour condition;Dai;China J. Highway Transport.,2018
5. Development of Winkler model for static and dynamic response of caisson foundations with soil and interface nonlinearities;Gazetas;Soil Dyn. Earthq. Eng.,2006
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