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Structural monitoring of tunnels using terrestrial laser scanning

Lindenbergh R., Uchanski L., Bucksch A., Rinske van Gosliga Rinske

Reports on Geodesy

2009

z. 2/87

231-238

In recent years terrestrial laser scanning is rapidly evolving as a surveying technique for the monitoring of engineering objects like roof constructions, mines, dams, viaducts and tunnels. The advantage of laser scanning above traditional surveying methods is that it allows for the rapid acquisition of millions of scan points representing the whole surface of the object considered. Still it is a big challenge to obtain accuracies and precisions in the millimeter level when quantifying deformation of an object between epochs. This work presents two major steps towards obtaining sub noise level accuracies in surveying using terrestrial laser scan data. The first step aims at obtaining a point cloud of optimal quality for each epoch. The second steps consists of an adjustment and testing rocedure that identifies deformation by gaining benefit from both data redundancy and individual point quality. The discussion of both steps is illustrated using several examples from mainly tunnel monitoring projects in the Rotterdam area.

Examination of engineering construction kinematics using RTK GPS

Kuras P.

Reports on Geodesy

2009

z. 2/87

201-207

A concept of monitoring dilatation gaps of engineering buildings with use of an optic wire CCD camera

Bryś H., Ćmielewski B.

Reports on Geodesy

2009

z. 2/87

39-46

Displacement monitoring of engineering objects using GPS-RTK technique

Szpunar R., Walo J.

Reports on Geodesy

2007

z. 2/83

83-87

Determination of the geometrical characteristic of engineering objects is necessary to thier safa exploitation. Modern terrestrial and satellite measuring techniques make possible the permanent monitoring of the objects. The techniques make also possible Poster presents a concepr how to take advantage of kinematics satellite GPS-RTK measurements and FIR filtres to determine of few millimetres displacement.