Civil and Environmental Engineering
Non-linear deformation analysis (NDA) of embankment dams is becoming more common as geotechnical engineers seek to better understand how critical infrastructure will perform under high seismic loading. In order to perform this type of analysis, site specific ground motions and engineering properties of the embankment dam are required. The NDA modeling effort consists of a static and seepage analysis to establish an initial stress state followed by a dynamic analysis to simulate the embankment response to ground motions. Using this approach, a two dimensional NDA was performed on an embankment dam using the NDA program FLAC. This report discusses the input parameters, modeling efforts, and results of the analysis.
Sanderson, Silas T., "Non-Linear Deformation Analysis of an Embankment Dam" (2018). Civil and Environmental Engineering Master's Project Reports. 41.