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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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Measurement of distributed dynamic rail strains using a Rayleigh backscatter based fiber optic sensor: Lab and field evaluation

TL;DR: In this paper, the use of fiber optic sensors to measure distributed dynamic strains during the passage of rail traffic was investigated, and two methods of affixing the fiber to the rail were compared (minimal and optimal surface preparation) in order to determine whether rapid field installation is possible.
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Evaluation of soil-geogrid interaction using transparent soil with laser illumination

TL;DR: In this article, an experimental methodology was developed involving techniques that allow nonintrusive measurement of confined geogrid deformations and soil particle displacements under pullout loading condition.
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Soil flow mechanisms around and between stiffeners of caissons during installation in clay

TL;DR: In this paper, the authors describe a model of the penetration of stiffened skirts in overconsolidated clay, identifying the soil flow mechanisms around and between stiffeners and the penetration resistance.
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Upward Pipe–Soil Interaction for Shallowly Buried Pipelines in Dense Sand

TL;DR: In this paper, the mobilization of uplift resistance in dense sand is investigated in the design of a buried pipeline, and the authors show that uplift is a key parameter against upheaval buckling.
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.