Abstract

Monitoring of measurements needs to be supported by a thorough knowledge of the achievable accuracy of the measurement equipment and the processing methodology. This study on ovalization monitoring with laser scanning in tunnels under construction focused on fast-performing laser scanners and their achievable accuracy. This research also investigated the optimum smoothing level of the laser scanning data to achieve the best estimates of ovalization. The experimentally based standard deviations indicate that the used phase-based laser scanner delivers highly accurate results with standard deviations between 0.34 and 0.58 mm, depending on the applied smoothing level. In this research, this laser scanner was used, together with a [x – 0.008 rad; x + 0.008 rad] smoothing interval on the calculated radius values to meet the accuracy requirement requested by the client (0.5 mm), even when using multiple setups. Another used type of laser scanner (pulse-based) also delivers standard deviations around this range, but this instrument has a lower scanning speed and a smaller vertical field of view, making it less adapted for measurements in time-restricted tunnel-monitoring projects.

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Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 142Issue 4November 2016

History

Received: Aug 12, 2013
Accepted: Oct 14, 2015
Published online: Feb 3, 2016
Discussion open until: Jul 3, 2016
Published in print: Nov 1, 2016

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Timothy Nuttens, Ph.D [email protected]
Dept. of Geography, Ghent Univ., Krijgslaan 281 (S8), B-9000 Ghent, Belgium (corresponding author). E-mail: [email protected]
Cornelis Stal, Ph.D [email protected]
Dept. of Geography, Ghent Univ., Krijgslaan 281 (S8), B-9000 Ghent, Belgium. E-mail: [email protected]
Hans De Backer, Ph.D [email protected]
Assistant Professor, Dept. of Civil Engineering, Ghent Univ., Technologiepark Zwijnaarde 904, B-9052 Zwijnaarde, Belgium. E-mail: [email protected]
Greta Deruyter, Ph.D [email protected]
Associate Professor, Dept. of Geography, Ghent Univ., Krijgslaan 281 (S8), B-9000 Ghent, Belgium; Dept. of Industrial Technology and Construction, Ghent Univ., Campus Schoonmeersen–Gebouw P, Valentin Vaerwijckweg 1, B-9000 Ghent, Belgium. E-mail: [email protected]
Ken Schotte [email protected]
Dept. of Civil Engineering, Ghent Univ., Technologiepark Zwijnaarde 904, B-9052 Zwijnaarde, Belgium. E-mail: [email protected]
Philippe Van Bogaert, Ph.D [email protected]
Professor, Dept. of Civil Engineering, Ghent Univ., Technologiepark Zwijnaarde 904, B-9052 Zwijnaarde, Belgium. E-mail: [email protected]
and Alain De Wulf, Ph.D [email protected]
Associate Professor, Dept. of Geography, Ghent Univ., Krijgslaan 281 (S8), B-9000 Ghent, Belgium. E-mail: [email protected]

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