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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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Journal ArticleDOI

Characterisation of thin layer polymer cement mortared concrete masonry bond

TL;DR: In this article, the effect of curing methods and age to the bond strength and deformation of masonry containing thin layered polymer cement mortar was investigated as part of an ongoing research program at the Queensland University of Technology.
Journal ArticleDOI

Effect of groove characteristics on CFRP-to-concrete bond behavior of EBROG joints: Experimental study using particle image velocimetry (PIV)

TL;DR: In this paper, a set of single-shear bond tests were conducted on 9 concrete prism specimens and the effects of groove dimensions (i.e. width and depth) on CFRP-to-concrete bond behavior of tested specimens including load bearing, failure mode, load-slip behavior, and strain distribution were discussed.
Journal ArticleDOI

Discrete element modeling of shear band in granular materials

TL;DR: In this article, numerical biaxial tests using discrete element method were carried out to study the shear band formation in granular materials and the microstructures of the specimen at different strain levels were carefully examined.
Journal ArticleDOI

Centrifuge modelling of soil slopes reinforced with vegetation

TL;DR: In this paper, a series of geotechnical centrifuge model tests were conducted to investigate the mechanical reinforcement of slopes by vegetation, and some of the model slopes contained young willow treetops.
Journal ArticleDOI

Experimental investigation into bond behavior of FRP-to-concrete under mixed-mode I/II loading

TL;DR: In this paper, the bond behavior of fiber reinforced polymer (FRP)-to-concrete under mixed-mode I/II loading was investigated and a simple model was also proposed to predict FRP-toconcrete bond strength under mixedmode loading.
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.