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The Republic of Croatia, as any other country in the world that has been faced with the war consequences is burdened with one of the most difficult consequences – mine contamination. Therefore the most sophisticated Mine Information System (MIS) has been established in the Croatian Mine Action Centre (CROMAC). Mine Information System of the Croatian Mine Action Centre applied in the system of anti-mine activity in the Republic of Croatia. Geodetic measurements of searched and demined areas is one of the actions ...

The test network of geodetic base is located at the territory of the park Jelenovac in Zagreb. The test area is rather unstable and suspected of ground subsidence. The geodetic base has therefore been renewed and established for the purpose of monitoring and analysing vertical movements of the geodetic control network. The state of the existing geodetic control points has been recorded and damaged points have been renewed, and destroyed points stabilized anew. The stabilization of points has been made on concrete ...

The application of precise geodetic measurements in industrial surveying is very important in defining the axes or planes in which individual parts of equipment are installed in the process of their assembling. Apart from that, it is necessary to control the whole or some parts of equipment after assembling and putting it into operation for the purpose of obtaining high quality operational procedure. This paper describes the procedure of applying precise geodetic measurements and measuring data processing on speci...

Modern technology in the production of geodetic instruments and accessories needed for measuring basic quantities (distance and angle) has reached high level. In the filed of geometric levelling, colour layers are put on invar tapes very precisely with measuring uncertainty of 10–50 $\mu$m. These tapes present working scale on invar levelling staves. Using modern precise level (optical of digital) one can read the smallest detail on invar levelling staff with measuring uncertainty of 0.01 mm. Hence, it is obviou...

Building a tunnel is a very expensive construction task, especially when cutting a tunnel in inconvenient geological conditions. The tunnel building is made drastically more expensive by badly executed works on the cutting itself, i.e. the excavation, and it happens when the areas of excavation cross-sections differ from the areas of designed profiles. It is therefore very important to monitor, apart from the direction of tunnel cutting in terms of position and height, also the areas of cross sections of the excav...