V prispevku so obravnavane aktivnosti geodezije za potrebe določitve premikov zemeljske skorje, lokalnih premikov zemeljske površine ter premikov in deformacij grajenih objektov. Določitev premikov v ...terestrični horizontalni mreži, terestrični višinski mreži in mrežiGNSS obravnavamo na dveh stopnjah natančnosti. Dejavnosti geodezije v geotehniki so razložene v besedilu prispevka in nazorno prikazane v preglednici. Pričujoči prispevek je skupaj s prispevkom Geodezija vgeotehniki, objavljenim v Geodetskem vestniku 54(1), zaokrožena celota. ; This paper deals with surveying activities in order to define the displacement of the Earth’s crust, local displacements of the Earth’s surface, and the displacement and deformation of constructed buildings. The determinations of horizontal movements in the terrestrial network, in the terrestrial altitude network and in the GNSS network are dealt with at two levels of accuracy. Geotechnical surveying activities are explained in the paper and demonstrated in the table. The paper Geodesy in geotechnics, publishedin Geodetski vestnik 54(1), and this paper present an integral whole.
SI: Geodetske metode so eden od možnih načinov za ugotavljanje stabilnosti geotehničnih objektov. Spremljanje premikov geotehničnih objektov je zaradi velikosti objektov in pričakovanih premikov ...nekoliko specifično. Pričakovana velikost premikov določa potrebno natančnost določitve premikov, velikost objekta pa določa metodo geodetske izmere. V osnovi izbiramo med terestričnimi metodami in metodami GNSS (globalni navigacijski satelitski sistem. Ker za izvajanje geotehničnih meritev ni ustrezne zakonske podlage, predstavljamo posebnosti posameznih metod in navajamo splošna priporočila za izvedbo geodetskih postopkov pri spremljanju premikov geotehničnih objektov. Priporočila so namenjena projektantom geotehničnih objektov in izvajalcem geodetskih del ter investitorjem, ki jim lahko olajšajo nadzor nad izvajanjem geotehničnih projektov.ENG: Geodetic methods are one of the possible means of determining the stability of geotechnical objects. The determination of the displacements of the geotechnical objects is specific due to the size and the expected displacements. The expected size of the displacement determines the necessary precision of the displacement determination, whereas the size of the object determines the method of the geodetic measurement. We choose either the terrestrical or the GNSS methods. There is no relevant legal framework for geotechnical measurements. For this reason,we present the characteristics of the single methods and suggest general recommendations regarding the implementation of the geodetic procedures when monitoring the displacements of the geotechnical objects. The recommendations are intended for geotechnical engineers planning the geotechnical objects and the operators of geodetic measurements and investors. The recommendations the facilitate supervision of the geotechnical projects.
Under the auspices of the Environmental Agency of the Republic of Slovenia a new state-of-the-art tide gauge station was set up in Koper. The paper presents the geodetic works that were performed in ...order to determine the position of the tide gauge station in theterrestrial reference system. All measurements were carried out during the testing period of the tide gauge, that is, from the end of 2005 until the begining of 2006.
