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

被引:18
|
作者
Berg, Nancy [1 ]
Hori, Toshikazu [2 ]
Take, W. Andy [1 ]
机构
[1] Queen′s Univ, Dept Civil Engn, Kingston, ON K7L 3N6, Canada
[2] Natl Inst Rural Engn, Dept Geotechn, Hydraul Engn, Kannondai 2-1-6, Tsukuba Shi, Ibaraki, Japan
基金
加拿大自然科学与工程研究理事会; 日本学术振兴会;
关键词
Deformation montoring; Remote sensing; Photogrammetry; Time to failure; Digital image correlation; FROM-MOTION SFM; DEFORMATION MEASUREMENT; LANDSLIDE; PHOTOGRAMMETRY; TOPOGRAPHY; AIRBORNE;
D O I
10.1007/s10346-019-01284-7
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
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.
引用
收藏
页码:499 / 515
页数:17
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