Dr. Karlis KUKEMILKS

 

Wissenschaftlicher Mitarbeiter

 

Forschung:

●Geomechanische Modellierung: Hangstabilität, Baugrubenverbau

●Herstellung der Ökozemente aus industriellen Abfallstoffen

●Hydrogeologische Modellierung, Entwässerung der Baugruben

●Hydrogeophysikalische Untersuchungen: Widerstandstomographie und Eigenpotentialgeophysik

 

Kenntnisse der Modellierungsprogramme:

● GIS: ArcMap, QGIS

● Geomechanik: GeoStudio, Rocscience, Plaxis

●Hydrogeologie: HydroGeoSphere, PEST, MODFLOW

 

Publikationen:

●Kukemilks, K., Vilnītis, M. (2021) Three-dimensional slope stability model of the Turaida castle mound. Estonian Journal of Earth Sciences, 70:185-195

●Kukemilks K., Wagner, J.-F. (2021) Detection of preferential water flow by electrical resistivity tomography and self-potential method. Applied Sciences, 11:4224-4241

●Kukemilks K., Wagner J.-F., Saks T., Brunner P. (2018) Conceptualization of preferential flow for hillslope stability assessment. Hydrogeology Journal, 26:439–450

●Kukemilks K. (2018) Landslide mapping in the Abava Spillway Valley. Estonian Journal of Earth Sciences, 67:165-175

●Kukemilks K., Wagner J.-F., Saks T., Brunner P. (2018) Physically based hydrogeological and slope stability modeling of the Turaida castle mound. Landslides, 15:2267-2278

● Kukemilks, K., Saks, T. 2013. Landslides and gully slope erosion on the banks of the Gauja River between the towns of Sigulda and Ligatne. Estonian Journal of Earth Sciences, 62: 231-243

 

Besucheranschrift:

Dr. Karlis KUKEMILKS

FB VI/Geologie, Campus II, Gebäude F, Raum 214
Behringstr. 21, 54296 Trier

E-Mail: kukemilks@uni-trier.de

Tel.: 0651 201 4644

 

3D slope stability model

Ein 3D Hangstabilitätsmodell
Modeled landslide

3D ERT Model

3D ERT Modell

Simulation of fracture flow by changing precipitations