Numerical model to predict the displacement of piles under cyclic lateral loading using a new hypoplastic spring element

Publikationstyp
Journal Article
Publikationsdatum
2018-09
Sprache
English
Author
Carstensen, Astrid 
Pucker, Tim 
Grabe, Jürgen 
Institut
Geotechnik und Baubetrieb B-5 
TORE-URI
http://hdl.handle.net/11420/2522
Enthalten in
Computers and geotechnics 
Volume
101
Start Page
217
End Page
223
Citation
Computers and Geotechnics (101): 217-223 (2018-09)
Publisher DOI
10.1016/j.compgeo.2018.05.001
Scopus ID
2-s2.0-85047621033
A numerical model to predict the displacement of piles under cyclic lateral loading using a new type of spring element is demonstrated. The formulation of the numerical model is based on the subgrade reaction method and allows for modelling of a limited number of cycles. To accurately represent the soil behaviour, the spring elements are established on a hypoplastic formulation. Thereby, important soil properties like barotropy, pycnotropy and directionality are captured. Input parameters are determined by laboratory tests and correlations from literature. Performance of the new approach is demonstrated and the results are compared to Finite-Element-Analyses and current standards.