Možnosti využití lehké dynamické penetrace pro průzkum sesuvného území

Abstract

The clarifiaction of a light dynamic penetration usability for a landslide area research is an aim of this dissertation. Four locations affected by this slope deformations were chosen for this purpose. A specific amount of a light dynamic penetraion tests were made at each of this locations to reveal potential surface of sliding and completive geotechnical information (change of physico-mechanical features, underground water level etc.). Proven resistence values from this measurings are analyzed in this thesis to find out an usability of this method for locations affected by instability. An additional measuring with electrical resistence tomography was done as a part of a research because of better result interpretation of signle penetration points. Aplication of this geophysical method provided us an interpretation of measuerd data as profiles, which was possible to compare with the separate point results gained from the light dynamic penetraion tests. The appropriate light dynamic penetraion usage for a landslide areas assesment is possible to summarize on the basis of knowledge gained from a resolution of this dissertation thesis.