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Journal ArticleDOI

Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry

David White, +2 more
- 01 Sep 2003 - 
- Vol. 53, Iss: 7, pp 619-631
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TLDR
A deformation measurement system based on particle image velocimetry (PIV) and close-range photogrammetry has been developed for use in geotechnical testing as mentioned in this paper.
Abstract
A deformation measurement system based on particle image velocimetry (PIV) and close-range photogrammetry has been developed for use in geotechnical testing. In this paper, the theory underlying this system is described, and the performance is validated. Digital photography is used to capture images of planar soil deformation. Using PIV, the movement of a fine mesh of soil patches is measured to a high precision. Since PIV operates on the image texture, intrusive target markers need not be installed in the observed soil. The resulting displacement vectors are converted from image space to object space using a photogrammetric transformation. A series of validation experiments are reported. These demonstrate that the precision, accuracy and resolution of the system are an order of magnitude higher than previous image-based deformation methods, and are comparable to local instrumentation used in element testing. This performance is achieved concurrent with an order of magnitude increase in the number of meas...

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Citations
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Anisotropy and directional shrinkage of geosynthetic clay liners

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Interaction of caisson foundations with a seismically rupturing normal fault: centrifuge testing versus numerical simulation

TL;DR: In this article, the authors explored the mechanisms of normal fault rupture interaction with rigid caisson foundations, with an integrated approach using both experiments and analysis, and a series of centrifuge model tests were first conducted to study the response of a square (in plan) caisson foundation of dimensions 5 m × 5m × 10 m, founded on a 15 m thick layer of dry dense sand.
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A Transparent Pullout Testing Device for 3D Evaluation of Soil–Geogrid Interaction

TL;DR: In this article, a transparent pullout testing device is presented with the objective of studying the soil-geogrid interaction under small displacements and strains, where markers embedded in the transparent soil mass allowed tracking of soil particle displacements during the test.
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Quantitative estimation of volume changes of granular materials during silo flow using X-ray tomography

TL;DR: In this article, the potential of X-ray tomography to quantitatively measure volume changes in granular materials during silo flow in a rectangular model bin was demonstrated, and the results of volume changes were presented in form of 1D cross-sectional plots and 2D images.
References
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Journal ArticleDOI

Particle-Imaging Techniques for Experimental Fluid Mechanics

TL;DR: A review of these methods can be found in articles by Lauterborn & Vogel (1984), Adrian (1986a), Hesselink (1988), and Dudderar et al..
Proceedings ArticleDOI

A four-step camera calibration procedure with implicit image correction

TL;DR: This paper presents a four-step calibration procedure that is an extension to the two-step method, and a linear method for solving the parameters of the inverse model is presented.
Proceedings ArticleDOI

Calibration procedure for short focal length off-the-shelf CCD cameras

TL;DR: A camera calibration procedure intended for a 3D measurement application is presented, paying attention to the various error sources, and notices that a more complete camera model is needed to explain all the error components.
Journal ArticleDOI

A review of instrumentation for measuring small strains during triaxial testing of soil specimens

TL;DR: In this article, the authors present a survey of small-strain measuring devices and their modes of operation, benefits, capabilities, and limitations, as well as a classification of internal and external measuring devices.