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Landslides

pp 1–17 | Cite as

Calculation of 3D displacement and time to failure of an earth dam using DIC analysis of hillshade images derived from high temporal resolution point cloud data

  • Nancy Berg
  • Toshikazu Hori
  • W. Andy TakeEmail author
Original Paper
  • 114 Downloads

Abstract

Point cloud data capturing land surface elevation at two instants in time are commonly used to detect landslides occurrence. In this paper, it is hypothesised that this same point cloud data has the potential to yield much more valuable quantitative information regarding landslide behaviour, including the direction, magnitude, and rate of surface displacement. Given point cloud data contains roughness information, shaded projections (hillshade images) of the slope at two or more instants in time can be processed using digital image correlation (DIC) to track displacement in the plane of the projection. If multiple view angles are used to generate the hill shade images, 3D surface displacements of the landslide surface should theoretically be resolved. Furthermore, if point clouds are generated with sufficiently high temporal resolution, it should be possible to estimate the time to failure. The objective of this paper is to test this hypothesis using point clouds generated at high temporal resolution using digital images of a 3.5 m high earth dam field experiment brought to failure under high reservoir water conditions and an extreme rainfall event. This experiment indicates that the proposed method was successful in generating 3D displacement estimates within 2 cm of collected total station data and an estimated time to failure was within four minutes of the observed slope failure.

Keywords

Deformation montoring Remote sensing Photogrammetry Time to failure Digital image correlation 

Notes

Acknowledgements

The authors gratefully acknowledge funding from the Natural Sciences and Engineering Research Council of Canada, the Japan Society for the Promotion of Science, and Thurber Engineering. The authors would also like to thank the staff of Tokyo Soil Research Co for constructing the full-scale earth dams used in these trials. The support provided by the staff of the National Institute for Rural Engineering in Tsukuba, in particular, Yusaku Mukae, is gratefully acknowledged.

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Copyright information

© Springer-Verlag GmbH Germany, part of Springer Nature 2019

Authors and Affiliations

  1. 1.Department of Civil EngineeringQueen′s UniversityKingstonCanada
  2. 2.Department of Geotechnical and Hydraulic EngineeringNational Institute for Rural EngineeringTsukubaJapan

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