Show simple item record

dc.contributor.authorŠiroký, Tomáš
dc.contributor.authorŠancer, Jindřich
dc.date.accessioned2019-09-25T12:18:25Z
dc.date.available2019-09-25T12:18:25Z
dc.date.issued2019
dc.identifier.citationGeoScience Engineering. 2019, vol. 65, no. 3, p. 43-49 : ill.cs
dc.identifier.issn1802-5420cs
dc.identifier.urihttp://hdl.handle.net/10084/138554
dc.description.abstractBecause of vital prevention and redevelopment measures in problem localities affected by slope instability, geotechnical investigations must be carried out. One of the applicable methods is Light Dynamic Penetration (LDP). Although it was designed for easy field investigations in planning line structures to identify parameters, such load bearing capacity, and compactness, its use proves to be much wider. Using LDP it is possible to detect the interfaces between the discrete layers, potential slip surfaces, or groundwater level. However, it is important to note that the results of LDP are always related to one point only and to investigate a whole area, a complementary survey is needed. In the paper we report research where we used a geophysical method of Electrical Resistivity Tomography (ERT) to validate the results rendered by Light Dynamic Penetration in a redeveloped post-mining locality characteristic of landslides. The results of both measurement methods were unified for better interpretation and clarification to find out whether LDP is suitable to investigate a landslide locality. It shows that LDP provides relevant information on the massif structure in a given locality, but as opposed to other geophysical methods LDP informs only about one point only. The authors thus recommend carrying out surveys in landslide areas combining LDP and ERT as complementary measurements of groundwater level in the openings made using LDP. Mutually combining these two methods, it is possible to obtain a number of valuable information on landslide conditions (depth and course of shear plane, groundwater level, structure of layers, etc.) and physical-mechanical properties of soils.cs
dc.language.isoencs
dc.publisherVysoká škola báňská - Technická univerzita Ostravacs
dc.relation.ispartofseriesGeoScience Engineeringcs
dc.relation.urihttp://gse.vsb.cz/ojs/index.php/GSE/article/view/274/187cs
dc.rights© Vysoká škola báňská-Technická Univerzita Ostrava. Hornicko-geologická fakultacs
dc.rightsAttribution-NoDerivatives 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-nd/4.0/*
dc.subjectLight Dynamic Penetrationcs
dc.subjectslope instabilitycs
dc.subjectelectrical resistivity tomographycs
dc.titleExperience with light dynamic penetration in a landslide localitycs
dc.typearticlecs
dc.identifier.doi10.35180/gse-2019-0017
dc.rights.accessopenAccesscs
dc.type.versionpublishedVersioncs
dc.type.statusPeer-reviewedcs


Files in this item

This item appears in the following Collection(s)

Show simple item record

© Vysoká škola báňská-Technická Univerzita Ostrava. Hornicko-geologická fakulta
Except where otherwise noted, this item's license is described as © Vysoká škola báňská-Technická Univerzita Ostrava. Hornicko-geologická fakulta