Landslide of Sandstone Blocks with the Surface of Sliding Running on the Layer of Underlying Claystones - One of Type Slope Deformation Model in Carpathian Flysch

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27350%2F06%3A00016742" target="_blank" >RIV/61989100:27350/06:00016742 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

čeština

Original language name

Landslide of Sandstone Blocks with the Surface of Sliding Running on the Layer of Underlying Claystones - One of Type Slope Deformation Model in Carpathian Flysch

Original language description

The essence of the study is the knowledge broadening concerning various stability processes in the slopes of the Carpathian flysch, which is one of the most active geological unites in the Czech and Slovak Republic as far as slope deformations are concerned. The aim of the grant is the qualification of the factors essential in the landslide type gravitational movement in the slopes of the Carpathian flysch. For this purpose, several basic type models of the slope geological structure were chosen in thefirst phase. In the following phases, the relationships between the degree of stability on one side and internal friction angle, cohesion, saturation, slope gradient and the on the other side, were analyzed. The partial study (in this article) deals withonly one of them (Landslide of sandstone blocks with the surface of sliding running on the layer of underlying claystones). From analysing the results it follows that it is the saturation of the slope, the saturation of layers and the gr

Czech name

Landslide of Sandstone Blocks with the Surface of Sliding Running on the Layer of Underlying Claystones - One of Type Slope Deformation Model in Carpathian Flysch

Czech description

The essence of the study is the knowledge broadening concerning various stability processes in the slopes of the Carpathian flysch, which is one of the most active geological unites in the Czech and Slovak Republic as far as slope deformations are concerned. The aim of the grant is the qualification of the factors essential in the landslide type gravitational movement in the slopes of the Carpathian flysch. For this purpose, several basic type models of the slope geological structure were chosen in thefirst phase. In the following phases, the relationships between the degree of stability on one side and internal friction angle, cohesion, saturation, slope gradient and the on the other side, were analyzed. The partial study (in this article) deals withonly one of them (Landslide of sandstone blocks with the surface of sliding running on the layer of underlying claystones). From analysing the results it follows that it is the saturation of the slope, the saturation of layers and the gr

Type

J_x - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

CEP classification

DB - Geology and mineralogy

OECD FORD branch

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Project

<a href="/en/project/GP205%2F02%2FD144" target="_blank" >GP205/02/D144: Analysis of geological structure and basic geotechnical parameters their influence on slope stability in type models on the Outher Carpathian flysch</a><br>

Continuities

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year

2006

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Name of the periodical

Sborník vědeckých prací Vysoké školy báňské-Technické univerzity Ostrava, Řada hornicko-geologická

ISSN

0474-8476

e-ISSN

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Volume of the periodical

LII

Issue of the periodical within the volume

1

Country of publishing house

CZ - CZECH REPUBLIC

Number of pages

10

Pages from-to

57-66

UT code for WoS article

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EID of the result in the Scopus database

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