Pfähle unter zyklischer axialer und lateraler Belastung


Project Title
Piles under axial and laterial cyclic loading
 
 
Principal Investigator
 
Co-Worker
Stark, Anne
 
Status
Abgeschlossen
 
Duration
01-05-2018
-
31-08-2019
 
Funding Organization
 
Project Abstract
This project focuseson the load-displacement behaviour of piles which loaded cyclically in axial and/or lateral direction. An engineering model is developed based on the Subgrade Reaction Method (SRM). A corresponding computer model called SRMHYP is a combination of SRM and hypoplasticity (HYP). The simplifications of this model are derived with three-dimensional Finite Element Analyses as well as 1g and ng model tests in geotechnical centrifuge.
 

Publications
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