Micronetwork for Shift Determinations of the New Type Point Stabilization

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F18%3A00326759" target="_blank" >RIV/68407700:21110/18:00326759 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.1109/BGC-Geomatics.2018.00057" target="_blank" >http://dx.doi.org/10.1109/BGC-Geomatics.2018.00057</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1109/BGC-Geomatics.2018.00057" target="_blank" >10.1109/BGC-Geomatics.2018.00057</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Micronetwork for Shift Determinations of the New Type Point Stabilization

Popis výsledku v původním jazyce

The article describes stage geodetic measurements in the local spatial micronetwork in order to track shifts of a new type of point stabilization. The new point stabilization system is realized by ground screws. The design of stabilization should be applied in the creation of the setting out network for line construction. Verification of the stability was performed at 9-point local spatial micronetwork. Stability of network points was verified by 4-stage measurements in the period from November 2016 to November 2017. The average planimetric standard deviation of the points is 0.2 mm. The positioning allowable deviation is 1.6 mm. The height shift allowable deviation is 0.7 mm. No shift occurred at any point beyond the allowable deviation. The newly designed way of point stabilization is sufficiently stable and guarantees high precision in setting out networks.

Název v anglickém jazyce

Micronetwork for Shift Determinations of the New Type Point Stabilization

Popis výsledku anglicky

The article describes stage geodetic measurements in the local spatial micronetwork in order to track shifts of a new type of point stabilization. The new point stabilization system is realized by ground screws. The design of stabilization should be applied in the creation of the setting out network for line construction. Verification of the stability was performed at 9-point local spatial micronetwork. Stability of network points was verified by 4-stage measurements in the period from November 2016 to November 2017. The average planimetric standard deviation of the points is 0.2 mm. The positioning allowable deviation is 1.6 mm. The height shift allowable deviation is 0.7 mm. No shift occurred at any point beyond the allowable deviation. The newly designed way of point stabilization is sufficiently stable and guarantees high precision in setting out networks.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2018

Kód důvěrnosti údajů

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

Název statě ve sborníku

2018 Baltic Geodetic Congress (BGC Geomatics)

ISBN

978-1-5386-4898-8

ISSN

—

e-ISSN

—

Počet stran výsledku

5

Strana od-do

265-269

Název nakladatele

IEEE Xplore

Místo vydání

—

Místo konání akce

Olsztyn

Datum konání akce

21. 6. 2018

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000493553400051