Monitoring of the spatial movement of fixed points on structures or on land is one of the most effective ways to determine deformation
Repeated observations to the same points over time will give indications as to the speed and extent of deformation, this is often a requirement around heavy construction or mining operations and NRG have been helping to provide timely and meaningful reports in a wide variety of circumstances over many years
On the result reports, any movement of a point is shown by a line joining its new position to its previous position. The points can then be viewed in plan or in cross section.
Base points are created manually or are loaded from existing files. (gpf, .pdf, .csv. or Level Book files). The base points are displayed and any relative movement is then shown by a vector line from its original position. The monitored points are merged into the base point file from the new observations. Merged points are matched by name or radial distance from the base point. Every merged set of data is given a time stamp on loading or recording. All the recorded observations being reduced into the correct part of the database. Any monitoring points can be grouped together for easy access to the information, eg East Side, West Side
Targets are fixed around the profile of the tunnel at intervals along it’s length as the heading proceeds
Regular observations are taken to the targets using total station and the data fed into the computer
The speed of compression of the tunnel profile helps to determine the rocks plasticity while the longitudinal movement behind the heading will give indications about the rock conditions in front of the bore
Compression of the tunnel profile measured against time indicates the level of plasticity of the rock
Movement is viewed with respect to the progress of the heading
Spikes in longitudinal graphs can indicate faults in the ground ahead of the heading.