ANALYSIS OF REMEDIAL ACTIONS DESIGNED TO STABILIZE A HIGHWAY CUT IN A LANDSLIDE AREA

The Carpathian flysch is widely recognized as a geological environment prone to slope movements. This fragility in such an environment is due to its complicated geological and hydrogeological conditions. Weakened slip surfaces (developed in clay like material), in combination with present or past te...

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Main Authors: Peter Turček, Monika Šúl'ovská, Miloslav Kopecký, Jakub Panuška
Format: Article
Language:English
Published: Czech Technical University in Prague 2018-06-01
Series:Acta Polytechnica CTU Proceedings
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Online Access:https://ojs.cvut.cz/ojs/index.php/APP/article/view/4951
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author Peter Turček
Monika Šúl'ovská
Miloslav Kopecký
Jakub Panuška
author_facet Peter Turček
Monika Šúl'ovská
Miloslav Kopecký
Jakub Panuška
author_sort Peter Turček
collection DOAJ
description The Carpathian flysch is widely recognized as a geological environment prone to slope movements. This fragility in such an environment is due to its complicated geological and hydrogeological conditions. Weakened slip surfaces (developed in clay like material), in combination with present or past tectonic activity and difficult hydrogeological conditions with aquifers under pressure, are the main causes of slope movements. The article proposes to analyze the design of remedial action in a landslide area near Žilina. Slip surfaces and water conditions are assumed regarding present geotechnical monitoring. Deep cut with two rows of pile walls is analyzed by the limit equilibrium method and finite element analysis. Interaction between two walls and the effect of an amount of volume of sliding mass on resultant earth pressures and anchor forces were studied. The results from finite element analysis are compared with analytical calculations and the differences are discussed.
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institution Matheson Library
issn 2336-5382
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publishDate 2018-06-01
publisher Czech Technical University in Prague
record_format Article
series Acta Polytechnica CTU Proceedings
spelling doaj-art-db2db542ddf94b87837a5433d696dfd72025-08-02T20:59:07ZengCzech Technical University in PragueActa Polytechnica CTU Proceedings2336-53822018-06-01160253110.14311/APP.2018.16.00254153ANALYSIS OF REMEDIAL ACTIONS DESIGNED TO STABILIZE A HIGHWAY CUT IN A LANDSLIDE AREAPeter Turček0Monika Šúl'ovská1Miloslav Kopecký2Jakub PanuškaSlovak University of Technology, Faculty of Civil Engineering, Department of Geotechnics, Radlinského 11, 810 05 Bratislava, Slovak RepublicSlovak University of Technology, Faculty of Civil Engineering, Department of Geotechnics, Radlinského 11, 810 05 Bratislava, Slovak RepublicSlovak University of Technology, Faculty of Civil Engineering, Department of Geotechnics, Radlinského 11, 810 05 Bratislava, Slovak RepublicThe Carpathian flysch is widely recognized as a geological environment prone to slope movements. This fragility in such an environment is due to its complicated geological and hydrogeological conditions. Weakened slip surfaces (developed in clay like material), in combination with present or past tectonic activity and difficult hydrogeological conditions with aquifers under pressure, are the main causes of slope movements. The article proposes to analyze the design of remedial action in a landslide area near Žilina. Slip surfaces and water conditions are assumed regarding present geotechnical monitoring. Deep cut with two rows of pile walls is analyzed by the limit equilibrium method and finite element analysis. Interaction between two walls and the effect of an amount of volume of sliding mass on resultant earth pressures and anchor forces were studied. The results from finite element analysis are compared with analytical calculations and the differences are discussed.https://ojs.cvut.cz/ojs/index.php/APP/article/view/4951Carpathian flysch, Landslide stabilization, Anchored pile wall
spellingShingle Peter Turček
Monika Šúl'ovská
Miloslav Kopecký
Jakub Panuška
ANALYSIS OF REMEDIAL ACTIONS DESIGNED TO STABILIZE A HIGHWAY CUT IN A LANDSLIDE AREA
Acta Polytechnica CTU Proceedings
Carpathian flysch, Landslide stabilization, Anchored pile wall
title ANALYSIS OF REMEDIAL ACTIONS DESIGNED TO STABILIZE A HIGHWAY CUT IN A LANDSLIDE AREA
title_full ANALYSIS OF REMEDIAL ACTIONS DESIGNED TO STABILIZE A HIGHWAY CUT IN A LANDSLIDE AREA
title_fullStr ANALYSIS OF REMEDIAL ACTIONS DESIGNED TO STABILIZE A HIGHWAY CUT IN A LANDSLIDE AREA
title_full_unstemmed ANALYSIS OF REMEDIAL ACTIONS DESIGNED TO STABILIZE A HIGHWAY CUT IN A LANDSLIDE AREA
title_short ANALYSIS OF REMEDIAL ACTIONS DESIGNED TO STABILIZE A HIGHWAY CUT IN A LANDSLIDE AREA
title_sort analysis of remedial actions designed to stabilize a highway cut in a landslide area
topic Carpathian flysch, Landslide stabilization, Anchored pile wall
url https://ojs.cvut.cz/ojs/index.php/APP/article/view/4951
work_keys_str_mv AT peterturcek analysisofremedialactionsdesignedtostabilizeahighwaycutinalandslidearea
AT monikasulovska analysisofremedialactionsdesignedtostabilizeahighwaycutinalandslidearea
AT miloslavkopecky analysisofremedialactionsdesignedtostabilizeahighwaycutinalandslidearea
AT jakubpanuska analysisofremedialactionsdesignedtostabilizeahighwaycutinalandslidearea