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Validation of Photogrammetric Monitoring for Trenchless Construction Applications
Abstract A primary concern of owners specifying trenchless installation and rehabilitation methods are surface movements during construction. Surface heave or settlement can occur as a result of contractor methodology, design, or geotechnical conditions. Performing quality assurance during and after...
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Published in: | Journal of pipeline systems 2013-02, Vol.4 (1), p.24-31 |
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Main Authors: | , , , |
Format: | Article |
Language: | English |
Subjects: | |
Online Access: | Get full text |
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Summary: | Abstract
A primary concern of owners specifying trenchless installation
and rehabilitation methods are surface movements during construction.
Surface heave or settlement can occur as a result of contractor methodology,
design, or geotechnical conditions. Performing quality assurance during
and after construction provides owners with an understanding of what
surface movements have occurred and if remedial action may be required.
Traditional methods utilized to measure ground surface movements include
surveying triangulation, geometric leveling, and global positioning
system (GPS) surveying. This paper presents a procedure to utilize
photogrammetry in the measuring of ground movements and examines its
precision and accuracy in simulated field conditions. Utilizing consumer-grade
digital single lens reflex (SLR) cameras, photogrammetry does not
require highly trained personnel, takes less time, and costs less
money than traditional methods. Accuracy is determined by comparing
measurements taken with photogrammetry to those taken with traditional
rod and level. The results are compiled and analyzed to determine
the accuracy and precision of photogrammetry in measuring ground movements. |
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ISSN: | 1949-1190 1949-1204 |
DOI: | 10.1061/(ASCE)PS.1949-1204.0000112 |