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Realization of geodetic network for monitoring of landslide area near Trebenice

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F67985891%3A_____%2F17%3A00481712" target="_blank" >RIV/67985891:_____/17:00481712 - isvavai.cz</a>

  • Alternative codes found

    RIV/68407700:21110/17:00313809

  • Result on the web

    <a href="http://dx.doi.org/10.5593/sgem2017/22/S09.066" target="_blank" >http://dx.doi.org/10.5593/sgem2017/22/S09.066</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.5593/sgem2017/22/S09.066" target="_blank" >10.5593/sgem2017/22/S09.066</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Realization of geodetic network for monitoring of landslide area near Trebenice

  • Original language description

    České středohoří Mts. area has long been modeled by geological activities including landslides. Near the city Třebenice there are several active landslides, one of them is exceptional because its long-term activity disrupts just two linear constructions, both road and a railroad. Therefore the landslide was intensively monitored in the past several years and is quite well mapped thus. The aim of this paper is a realization of special geodetic measurement suitable for the landslides monitoring. The system of measurement is based on spatial polar method in combination with GNSS (static method). The biggest problem in landslide monitoring is stabilizing of the stable points for the shift determination, especially in this case, because the monitored area and its neighborhood is very unstable. Therefore the GNSS method was used in each monitoring epoch for absolute shift determination of whole area. The relative shifts were determined by the total station measurement connected to points determined by the GNSS measurement (in each epoch). Before the measurement the a priori analysis was realized in special software PrecisPlanner 3D and for complex processing and the adjustment it was used the special geodetic software EasyNet, which enables the robust analysis of outliers. The measurement was processed as a spatial network. Results convincingly describe changes in the area including the accuracy of their determination.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20701 - Environmental and geological engineering, geotechnics

Result continuities

  • Project

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2017

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    SGEM 2017 Conference Proceedings

  • ISBN

    978-619-7408-02-7

  • ISSN

    1314-2704

  • e-ISSN

  • Number of pages

    8

  • Pages from-to

    531-538

  • Publisher name

    STEF92 Technology

  • Place of publication

    Sofia

  • Event location

    Albena

  • Event date

    Jun 29, 2017

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article