Monitoring of geotechnical processes by close range photogrammetry

Author:

Kennie T. J. M.1,McKay W. M.2

Affiliation:

1. Department of Civil Engineering, University of Surrey Guildford GU2 5XH, UK

2. Automated Mapping and Cartography, Fordbrook Business Centre Marlborough Road, Pewsey, SN9 5NU, UK

Abstract

AbstractThe role of close range photogrammetry (CRP) in engineering geology is described, the relative advantages and limitations of the technique being outlined. A comprehensive literature review reports on the use of CRP for in situ monitoring of earth and rockfill dams, retaining walls, rockfaces and landslides, channel and gully erosion and, also, laboratory based experiments. The historical development of analytical CRP and the types of project where such a technique would be appropriate are subsequently discussed. Two case histories illustrating the use of analytical CRP for monitoring a series of eroded slopes in southern England are reported. The paper also examines the benefits which occur when digital photogrammetric data of this type are integrated with suitable ground modelling software.

Publisher

Geological Society of London

Subject

Geotechnical Engineering and Engineering Geology

Reference35 articles.

1. Anderson H. Stevens D. (1982) Fifth Symposium of the International Archives of Photogrammetry Commission, York, Precision and Speed in Close Range Photogrammetry Mono photographic tunnel profiling, 24, 1, pp 23–30.

2. The measurement of planar displacements of sand grains;Andrawes;Geotechnique,1973

3. A review of close range engineering photogrammetry;Atkinson;Photogrammetric Engineering and Remote Sensing,1976

4. Deformation measurements of power dams;Brandenberger;Photogrammetric Engineering,1974

5. A Stero-Photogrammetric Method for Measuring Displacement Fields

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